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Home My WebLink About47493-Z TOWN OF SOUTHOLD BUILDING T T TOWN CLEOFFICE SOUTHOLD, BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47493 Date: 2/25/2022 Permission is hereby granted to: Wertheimer, Eric 795 Monsell Ln Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for with flood permit. At premises located at: 4465 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 107.4-9.2 Pursuant to application dated 12/14/2021 and approved by the Building Inspector. To expire on 812712023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $389.20 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $539.20 Building Inspector _ ❑ ❑ • fl7 Q7 S a7 3 CLI fly O omQ `tea > C! i�J M ° .+ ro MCA) »• 4-7 b 4 O j � CQ o I or CL ® i NZ 0) NLy, Ln m O y CA –� — ' ❑ °� a a � � y roCD CD n � T u > OA ov z c vti o C o ra C CD Q4 0 0 CD-i CD LD. ro ' �' EIN N rp ° CD0 3 El �« w C'" _.. 0 0 -J "d CC ID cn om m m r m vl ' C :E emD CD C 3 .� d cu L �, m , y O. U? Z N to ..t ®1 -+, NCO IMMUM � � _ d cr NO ro z0 0 CD 0 — t 1 cu p 3CD CD 3 =3 d c o a 3 O y 5 tt2e( D 0 — ccCD W o °r0 C7 -z mO O 0 ° ®3 3 X, „ ... ; �Id ro n ( � a ' 3 0 pC7 r (D \D n d , ❑ O (' a aOz,, iOFA hJ d O C1 (n 2 9C D 'Q �_ _ OCD V X rc ir o f ®ro �° Z ro a C 0 LA min o a � V} _ _. io o� - ro go Z e O ro rr coir OCL Cm II. CL ro _ CL f' 5. CL s OLro aCLCLw ro °� o 0 cr +e=- w C�j, d C' 00 cr (D to ® r7 1 ro O . 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Ol Y-WY SOGHnN 107 �I aIF "0 BGY Xv DS W�' 3dld=0 1:+ ,„� "w 1N3WONON=6 10 n o SNV07 N3)10lnb p w'V6 031VY0dt100N1 UOV&SOV y , A3801 A71n3-7 V3PY13H16f3M 01Y3 :O1 03LAM30 M, .0�n , 41 � Coal 0 1 �" d OLOZ '91 MN3,30 " ,Os=.r -77vos � � a' �� zs—Mo Mr--000r ` '� . malnos jo Meas dol" A.L L"c o `a " JO ANAUDS $, , �traN d°N� TOWN OF SOUTHOLD BUILDING T T TOWN CLEOFFICE SOUTHOLD, BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47493 Date: 2/25/2022 Permission is hereby granted to: Wertheimer, Eric 795 Monsell Ln Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for with flood permit. At premises located at: 4465 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 107.4-9.2 Pursuant to application dated 12/14/2021 and approved by the Building Inspector. To expire on 812712023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $389.20 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $539.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 hitps.,". ll" .so t of toy y ' Date Received P e FOR BUILDING PR MIT r _ For Office Use Only — 1IF! PERMIT NO. Building Inspector: _ �J I- " s Applications and forms must be filled out in their entirety.incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN of Sol IFHOL Owner's Authorization a shall be completed. Date: 12/13/21 OWNER(S)OF ............. . . PROPERTY: Name:Emily Tobey and Eric Wertheimer SCTM#1000- ec.107.00 lock 04.00 Lot 009.002 Project Address:44 5 Wickham Avenue, Mattituck, NY 11952 Phone#:917-693-6640 Email: emilytobeyC@me.com Mailing Address:4465 Wickham Ave., Mattituck, NY 11952 CONTACT PERSON: Name:Emily Tobey LM—airing Address: q 5 Wickham Avenue, MattituCk, NY 11952 Phone#-917-693-6640 1 Email:emilytobey@me.com DESIGNI a Name: Meret Lenzlinger, RA Mailing Address:126 13th Street1W Brooklyn, 1 Phone#: 718-832-5934 Email:meret@lenzlingerarch.com CONTRACTOR INFORMATION: Name:John Poulianos, Suffolk County Home Improvement License#H-12291,Prime Siding Company,Expires 4/01/23 Mailing Address: 160 Sheep Pasture , Port Jefferson, NY 11777 Phone#:631-473-7323 JETail:; rl I. DESCRIPTION ❑New Structure 5RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑0ther $10,000 Will the lot be re-graded? ❑Yes C o Will excess fill be removed from premises? ❑Yes - No 1 PROPERTY INFORMATION Existing use of property: dIntended use of property:riveway I carport Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to I A this property? []Yes No IF YES, PROVIDE A COPY. R--es I , L- &,oir, . -11 (-A — Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the To Code.APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In bulldln&(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):Emily Tob e y OAuthorized Agent ROwner A Signature of Applicant: Date: 12/13/21 CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County COUNTY OF Suffolk SS: Commission Expires April 14, Emil%, Tobe--, y y being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the owner (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Cl� 614y I LaLl—�ay of Lo�— 2o I i 1-1--Z-9 Notary Public —JI)OCIER—Y OWNED AU—Lj00-7ATl0N (Where the applicant is not the owner) residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 _ _ D TIFF F LIABILITY INSURANCE DATE 1210912021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE- HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THUS CERTIFICATE OF INSURANCE DOES NOT CONS UTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION)IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In Ilea of such etldoraleltlr3llifsl. '- PRODUCER ,--CONTACT NAME: Flomesite Commercial Insurance Program Homesite Commercial Insurance Program PRONE FAX � AO Box 5316 IAtc,No, is -298-7995 ;(AJC,No): Binghamton,NY 13902 f E-MAIL DRESS: commerclaiservice@homesite.com [ INSUPERRII AFFORDING COVERAGE NAIC 4 INSURER A: Midvale Inderalnitya Oo Danv 27138 INSURED INSURER B PRIME SIDING COMPANY INSURER C 215 SHEEP PASTURE RD INSURER D: j PORT JEFFERSON NY 91777 'INSURER E: INSURER F: _ 1 COVERAGES CERTIFICATE NUMBER.211742527340532322531210 REVISION NUMBER: THIS IS TO CERTIFY TH T THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN I IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIIM& N§ ---oL IsbPR# POLICY _ POUn:EXP V11 3 POLICY NUMBER TYPE OF INSURANCE$QP IN LIMITS , COMMERCIAL GENE LIABILITY ? c-OCCURRENCE 1:000.000 i - i DAMAGE TO RENTED A I X eccUR N N LP1033650 1/1512029,OT 1 ;' 02 s= X100,00 I mer,Exp A-y -e ar? $10,006 i I -PERSONAL S ADV INJURY S11 1000AL G EE HL A-GGRE aAT _ a APP .ES PE GENERAL AGGREGATE _ ($2,000,000 - PRI} -gs 1 - PRODUCTS-COMP;'OPAGG=$2,000,000 1 JECT ---- _ - j COMBINES SINGLE Limrr (AUTOMOBILE LIABILITYI I] ' , dY.A.UTO _ S0131Y m -')€ { 4ti QED SCHEDULED I S a`v I'1J CRY 3 U,DS ON v Ixa99S -SFO i NON-O11 PROPERTY DAMAGE ---- - - -- , -EACH OCCURRENCE- - - - -a E M UAB; XCESS LIAB ...; AGGREGATE _ i BED I _RETENTION: .WORKERS COMPENSATION { 3--- PER OTH- N§ MP OVERS UABI Y)- - - _ ,� =ta. R �AW.-r �ET0R r M1St U Iu 0F C&ZF 2R�dL DE>% 'N/A. it E.L EACH ACCIDENT 1 E E. , DISEASE (Idanda-wry in NH) - describe' _ _ ,C`N OF_ Z;L,�,.m ..�a_ »-POLICY £,,' PROFESSIONAL LIABILITY 'OCCURRENCE I j ARA` i DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 901,Additional Remarks Schedule,may be attached if more space Isrequired) Door and Window installation and Repair I CERTIFICATE HOLDER CANCELLATION _ THE TOWN OF SOUTHOLD BUILDING DEPARTMENT 54375 NY-2a, I SINDt3LD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED i SOUTHOLD,NY 94479 BEFORE THE EXPIPA ON DATE THEREOF-NOTICE ICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 1 AUTHORIZED REPRESENTATIVE s i J -2015 ACORD CORPORATION. All rights r r-V8 ACORD 26(2015143) The ACORN name and logo are registered marks of ACORID g aft N sm N Y.- Fln, PO Box 66699,Albany,NY 12206 CERTIFICATEFCOMPENSATION P. * AAAAAA 031433749 JOHN POULIANOS DBA PRIME SIDING CO. 215 SHEEP PASTURE ROAD PORT JEFFERSON NY 11777 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JOHN POULIANOS DBA PRIME SIDING CO. TOWN OF SOUTHOLD BUILDING DEPT 215 SHEEP PASTURE ROAD 54375 NY-25 PORT JEFFERSON NY 11777 SOUTHOLD NY 11971 i Ii POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12521285-3 233147 0311312021 TO 03113!2022 1219!2021 s THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2521285-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS` COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT H77PS:IfWWWaNYSIF.COM/CERT/CERTVAL.ASPe THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVEN THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. F YORK STA TEAINSU�RANCE FUND fill V } DIRECTOR,/ SURANCE FUND UNDERWRITING VALIDATION NUMBER. 15753133 U®26.3 Workers- ?ORK - iCERTIFICATE OF INSURANCE COVERAGE sUli Compensalon B LEAVE BENEFTS LAW oa-d DISABILITY AND PAID FAMILY I PART is To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier Ia.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured JOHN POULIANOS DBA PRIME SIDING 631-473-7323 160 SHEEP PASTURE ROAD PORT JEFFERSON,NY 111 777 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(only required if cover2gais speciac2flv limited to certain Ircations in New York State. .a.,Wrap-Up Po.licy) 113020505 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company THE TOWN OF SOUTHOLD BUILDING DEPARTMENT 54375 NY-25 3b.Policy Number of Entity Listed in Box a" SOUTHOLD, NY 11901 DBL326544 3c.Policy effective period 08/13/2021 to 08/12/2022 4, Policy provides the following benefits: A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: A.All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier refeemad above and that the insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 12/1012021 By (Signature of insurance carrier's authorized representati-e or NYS licensed Insurance Agent of that insurarce carrier) 'Telephone Number 516-8298100 Name and Title RichardWhite, C---hie Execut-a Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. if Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law, It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance unit,PO Box 5200, Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board/Only if Box 4C or 5B of Part I has been checked) State of New York I Workems' Compensation Board Accordinc to informatfion maintained by the NYS Wmi orkers'Cocansaition Board,Me above-named employer has complied with the NYS Disability and Paid larnfly Leave Benefits Law with respecttoall of his/her employees. Date Signed By (Signature ol Authorized NYS Workers'CoinDensation Board Employee! Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-920.1.Insurance brokers are NOT authorized to Issue this form. DB-120.1 (10.17) 1i�11 , 1�111 DB-120.1 y --_ �) KY "� SURVEY OF PROPERTY D� h+�As uNpO "" AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. (� 1000-107-04-9.2 SCALE. 1'=30' DECEMBER 16, 2020 5, Ad Ni ^d pay- CER 77F7ED ay-CERnFIED TO.- ERIC O.ERIC WERTHEIMER &EM1LY TOBEY ABSTRACTS INCORPORATED `gyms a 1 �M QUICKEN LOANS • =MONUMENT p E •=PIPE {T � AREA-38,903 80. Fr. oBi 4+R LOT NUMBERS REFER 7O MAP OF NEST CREEK DEI�LOPMENT'° wJf FILED IN THE SUFFOLK COUNTY CLERKS omcECy 1 ON oVLY 6, 1937 AS MAP NO. 1236. "" ' �M r ,140 NO. 49618 ANY ALMRARON OR ADD17701V TO THIS SURVEY IS A NOL9RON � PEC , C,. OF SECTION 7209OF 7HE NEW YORK STA7E EDUCA77ON LAW.. (631) ,7 '^-'fid FAX(631) 765-1797 EXCEPT AS PER SEC17ON 7209-SUODIW-VCN 2.ALL CER7IFICARONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRAVELER STREET ,20-083 WHOSE SIGNATURE APPEARS HEREON. SOUINOLD, N.Y. 11971 -------------- --- S S? • ' BUILDING SUMMARY ARCHIT. DRAWING LI N -' ST '' \\ LOCATION: 4465 WICKHAM AVENUE. MATTITUCK, NY 11952 z \ TAX LOT: 1000-107-04-9.2, MAP #1236 G-001 COVER PAGE: SITE .o 11 o \ G-002 CODE REQUIREMENTS & DETAILS m c \ LOT SIZE: 38,903sf �� \\ A-001 PLANS & ELEVATIONS y o \ ZONE: R-40 LOCATION OF PROPOSED m \ CARPORT NUMBER OF STORIES; 2 + CELLAR \ \ APPLICABLE CODES & STANDARDS Gp�� --2020 NEW YORK STATE RESIDENTIAL CODE ` G�- v SITE LOCATION (NTS: FOR ORIENTATION PURPOSES ONLY) --2018 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND O u� O_ TWO FAMILY DWELLINGSz z° zo \ \ \ cy ° L \ L - 79'9 3/4" `\ 0 �` PROJECT TEAM mm \ \\ �O. 0 0 0 \ \\ SG�QO�G cp \ `\ OWNER: EMILY TOBERY & ERIC WERTHEIMER N N 4465 WICKHAM AVE i o \ \ �� \ \ MATTITUCK, NY 11952 5�O�<- \ \\ (917) 693-6640 N o emilytobey@me•com \ 42'-8" ARCHITECT: MERET LENZLINGER, L \ \ \ LENZLINGER ARCHITECTURE m \ \ 12613TH STREET, O \ 45'-2" \ \ BROOKLYN, NY 11215 3 \ / \ (718) 832-5934 �p� 0 meret@LENZLINGERarch.com s \\ 35,o BUILDER: TBD va \ �PRp \,- Q o • •c O� ' \ 78'-111/8" ' 3 J v p Z o o a u N a N i \\ , •,,. M Pv�N w �2 � i L ro U � \ ' 3 w Lu 1 PLOT PLAN = �w Scale: 1:250 U °O —� f� m Lijm a� SITE MAP (NTS: FOR ORIENTATION PURPOSES ONLY) w (D Z a'' N � M 0i a + Z M CO O W co � C J Q 4650 • u- O N 4553 IJ z LO �/ ry 1 f ,v •— LLJ -17 „ . y OF w w4465 °10 , -107-04-9.200 6 MAP #12363: 7 > 'Y44b' ,:FO :ppq,qq, ... yaaa,.u, pda4�� f� �11 w 1 s M U 4365 .,a�' �� O wLo ryo V ~ _ ) v 4160 ` - % �� C Scale N/A /j_ �\ 1` , I I 1z C1. Sheet No. 2 AXONOMETFRIC SITE DRAWING IS DIAGRAMMATIC ONLY AND SHALL BE USED FOR INFORMATIONW1 REFERENCE PURPOSES ONLY. �, c�- � ¢ary tv A-1 02 � • CC� I� � MC� �` s� � oF ® 1 of 3 ---------------- _ - ----- BUILDING DEPT. TOWN OF SOUTHOLD NAILING SCHEDULE UPLIFT, STRAP & LATERAL SHEAR CONNEC- NOTE: THIS PROJECT SHALL COMPLY WITH THE 2020 TYPICAL HOLD DOWN + SHEAR CONNECTION CRITICAL PATH TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TIONS REQUIREMENTS PER 20 01 WFCM) NEW YORK STATE RESIDENTIAL CODE AND THE 2018 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING OF WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND OFFASTENERSbx FASTENERS TWO FAMILY DWELLINGS Joist to sill girder,toe nail 3-8d SIMPSON LSTA-20GAGE V) 1"x6"subfloor or less to each joist,face nail 2-8d TABLE 3.413 UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B RIDGE STRAP-ALL ROOF RAFTERS 9) 2staples,l3/4 (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION - 0 2"subfloor to joist or girder,blind and face nail 2-16d r Z Sole plate to joist or blocking,face nail 16d 16"o.c. PERSCRIPTIVE ALTERNATIVE TO TABLE 3.4) 2 x 6 TIE @ EACH RAFTER c Top or sole plate to stud,end nail 2-16d IN LIEU OF STRAP. Dtud to blesole uds,f e,toe face 3-8dor2-16a FASTEST MILE WIND SPEED 110 (MPH) - NUMBER OF ICE SHIELD Double studs,face nail 10d 24"o.c. Double top plates,face nail lod 24"o.c. ROOF SPAN (FEET) 8d COMMON NAILS IN EACH END OF 1114" X 20 GAGE UNDERLAYMENT Sole plateto'oistorblocking at braced wall panels 3-16d 16"o.c. STRAP REQUIRED PROJECT DATA Double top plates,minimum 48-inch offset of end joints,face nail in 8-16d d )apearea Blocking between joists or rafters to top plate,toe nail 3-8d FOR FRAMING SPACING (16 INCHES) HURRICANE TIE TY TABLE R301.20) Rim joist to top plate,toe nail 8d 6"o.c. Top plates,laps at corners and intersections,face nail 2-10d 12 2 ALTERNATE POSITION OF GROUND SNOW WIND DESIGN SEISMIC Built-up header,two piece with 1/2"spacer 16d 16"o.c.along each edge HURRICANE CLIP SPEED TOPOGRAPHIC SPECIAL WIND WIND-BOURNE Continued header,two piece 16d 16"o.c.along each edge N LOAD DESIGN 16 2 '-' (mph) EFFECTS REGION DEBRIS ZONE CATEGORY Ceiling joist to plate,toe nail 3-8d m Vult 130 Continuous header to stud,toe nail 4-8d _�� 0 20 psf B Ceiling joist,laps over partitions,face nail 3-10d 20 2 s Ceiling joist to parallel rafters,face nail 3-10d 2YI SUBJECT TO DAMAGE FROM Rafter to plate,toe nail 2-16d 24 3 .,mop o SIMPSON H2.5 1"brace to each stud and plate,face nail 2-Bd HURRICANE TIE TYP AT Z Weathering Frost Line Depth Termite Winter Design 2 sta les,1 3/4 EACH RAFTER-TO-PLATE Tem 1"x 6"sheathing to each bearing,face nail 2-8d 28 3 CONNECTION. USE 5-8d Severe 36" Moderate To Heavy 15 2 staples,13/4 NAILS AT RAFTER AND PROVIDE 8d COMMON 1"x 8"sheathing to each bearing,face nail 2-8d 32 3 5-8d NAILS AT TOP PLATE NAILS @ 4" O.C.AT Ice Shield Underlayment Flood Air Freezing Mean Annual Wider than 1"x 8"sheathing to each bearing,face nail 3-8p dam/ EXTERIOR EDGE OF ALL Requirement Hazards Index Temp. a staples,13 a 36 4 SHEATHING. Yes 50.8 Built-up corner studs 10d 24"o.c. LSTA APARATED PLYWOOD T N Built-up girders and beams,2-inch lumber layers 10d Nail each layer as follows 4., 32"o.c.at top and botto,and EXTEND TO TOP OF TOP CS20-24" METAL STRAP O EXPOSURE: (R301.2.1.4) B URBAN,WOODED ® staggered.two nails at ends PLATE. TYP AT EACH STUD W/ Z Z C OPEN,COASTAL ❑ 2"planks 2-16d Ateac bearing TABLE 3.213 BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR 5-8d NAILS AT EACH O m DESIGN LOADS Roof rafters to ridge,valley or hip rafters: 416d BOLTS) RESISTING LATERAL & SHEAR LOADS FROM WIND - END LENGTH p N SOIL:MINIMUM BEARING CAPACITY=2000 sf toenail 3-16d - N p EXPOSURE B (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) � V) Rafter ties to rafters,face nail 3-8d use a ery emer hall n"le cur CS20- 36" METAL STRAP- > CD ow to prnvitle the LENGTH BLDG: Collar tie to rafters,face nail,or 11/4"x 20 gage ridge strap 3-10d code,eq�ned minimum END we Post or TYP AT EACH JACK FIRST FLOOR (L/360) DESCRIPTION OF BLDG DESCRIPTION OF FASTENERS SPACING OF FASTENERS soadne fo e�ans Per Plans LENGTH LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD=50 PSF MAXIMUM ANCHOR BOLT POST W/5-8d NAILS AT rne?G b• (inches) INTERMEDIATE M AT SUPPORTS 1 n BOTTOM PLATE TO SPACING (IN.) EACH END LENGTH O o SECOND FLOOR (L/360) FOUNDATION Hous-soszs 0 0 Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wall sheathing to framing FOUNDATION ANCHOR (3 Second Gust Wind Speed 110&120 mph) CLEAR LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD=40 PSF 5/16"to 1/2" 6d commom nail(subfloor,wall) 6 12 9 BOLT CONNECTION SUPPORTING PAN ATTIC-NO STORAGE (L/240) sd commom nail(roof) ' 1/2"ANCHOR 5/8"ANCHOR LIVE LOAD=10 PSF DEAD LOAD=10 PSF TOTAL LOAD=20 PSF 19/32"to 1" 8d commom nail(roof) 6 12 9 RESISTING I N BOLTS BOLTS I FLR-TO-FLR LOOR JOIST ROOF (L/240) 11/8"to 11/4" 10d commom nail or 8d deformed 6 12 I HOLDOWN TYP PER \ SNOW LIVE LO PSF DEAD LOAD=10 PSF TOTAL LOAD=30 PSF END PLANS N N In 1-3 Provide minimum 1. LENGTH Wd Post Or Other Wall Sheathing LATERAL AND STORIES 30 45 endo'`.^`° ° Corner Post PLYWOOD SHEATHING Equi number of Per Plans MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R301.5 1/2"structural cellulosic 11/2"galvanized roofing nail 6d 3 6 SHEAR LOADS spin Is nails TO OVER LAP BOXU N O fiberboard sheathing com.nail staple 16 ga,11/2"Ig mea none Z USE LIVE LOADS Sfmp,enStlong-rt Ffoerte•teolXoldern BEAM -TOP+ BOTTOM. HEADER 25/32"structural cellulosic 11/4"galvanized roofing nail 6d 3 6 CS eseolied strap HDU At SIR-Walls Uninhabitable Attics Without Storage 10 fiberboard sheathing com.nail staple 16 ga,11/2"Ig 1/2"gypsum sheathing 11/2"galvanized roofing nail 6d 4 8 PROVIDE SIMPSON Uninhabitable Attic With Limited Storage 20 com.nail staple galv.t 1/2"Ig, DOUBLE TO HDU5-SDS2.5 Habitable Attics and Attics With Fixed Stairs 30 114"screws ty�ewors TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS PLATE @ SHEAR WALL -Balconies(Exterior)and Decks 40 5/8"gypsum sheathing 13/4"galvanized roofing nail 8d 4 8 (ANCHOR BOLTS) RESISTING UPLIFT LOADS FROM WIND - CORNERS-SEE PLAN Fire Escapes 40 com.nail staple galv.15/8"Ig, EXPOSURE B PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) LOCATIONS 1 5/8"screws,type W or S Guardrails And Handrails d 200h 2x Wall Wood structural .Weis combonation subfloor under). ment H6 STUD TO RIM Guardrails In-fill Components f son 'aPa�tgshaPar 3/4"and less 6d deformed nail or 8d com.nail 6 12 MAXIMUM ANCHOR BOLT Frame per OR Passenger Vehicle Garages a 50a BOTTOM PLATE TO SDS Connectors Plans 7/8"to 1" 8d deformed nail or 8d com.nail 6 12 SPACING (IN.) rX°,.Pis.m,,a SIMPSON CS20-20" Rooms Other Than Sleeping Rooms 4o FOUNDATION ANCHOR FOUNDATION spe,11-fi = 11/8"to 11/4" lOd commom nail or 8d deformed 6 12 (3 Second Gust Wind S eed MPH) Sleeping Rooms 30 p o °° 1 1/4"WIDE-20 GAGE Stairs 40c BOLT CONNECTION SUPPORTING PROVIDE SIMPSON METAL STRAP @ EACH STU X For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 ni Iksi=6.895 MPa. RESISTING 110 120 H DU5-S DS2.5 STRAP TO STUD 3 SNi Plate @ SHEAR WALLS w 5-8d NAILS AT EACH a.All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing $'END ZONES / a.Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a connections shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail), -- -'-`---` CORNERS -SEE PLAN END C rIGNS 20-square-Inch area. 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0,142 inch or less. UPLIFT LOADS 1-3 STORIES 39 33 LOCA b.No storage with roof slope not over 3 units in 12 units. INTERIOR ZONES I N , g u N b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. .• s..* C.Individual stair treads shall be designed for the uniformly distributed live load ora 300-pound d•"a' 1 m (VI concentrated load acting over an area of 4 square inches,whichever produces the greater Stresses. c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 45 38 HDU a 2-#5 REBAR M I NAIL SHEATHING TO SILL PLATE FLOOR JOIST M N J o O O o d.A single concentrated load applied in any direction at any point along the top. 8d NAILS @ 4" O.C. 0 - o a - 'L N a N e.Attics constructed with wood trusses shall de designed in aacordance with Section R802.10.1 d.Four-foot by 8-foot or 4-foot by 9 foot panels shall be applied vertically. f.See Section R502.2.1 for decks attached to exterior walls. e.Spacing of fasteners not included in this table shall be based on Table R602.3(2). TABLE 3.6 & 3.6A RIDGE CONNECTION REQUIREMENTS FOR WIND - EXPOSURE B 2 x 6 SILL PLATE TOP OF f.For regions having basic wind speed of 110 mph or greater,8d deformed(21/2"x 0.120)nails shall be used for attaching plywood and FOUNDATION wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls,if mean roof height is more than No. of 8d common Nails or Required capacity of ridge STRAPPING SECTION ACQ TREATED. 25 feet,up to 35 feet maximum. STRAPPING E L E VAT I O N S P E C I F I CAT I O N c' ROOF ROOF SPAN 101 Box Nails in each end of connection (pif) 5/8"x 12"A.B.@36"OC. �-,I g.For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall 1-1/4" x 20 gage Strap DIVISION 3-CONCRETE framing shall be spaced 6 inches on center.When basic wind speed is greater than 100 mph,nails for attaching panel roof sheathing to PITCH (ft) SEE FOUNDATION DW W/FENDER WASHER. intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 THREE SECOND WIND GUST SPEED FOR TYPICAL DESIGN. u) E All footings shall bear on undisturbed soil at a minimum of 36i"below grade. inches on center to gable end wall framing. W 0 All concrete shall be stone aggregate with a minimum 28 day strength of 3000 P.S.I. 110 Mph 120 Mph 110 Mph 120 Mph v h.Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. 12 2 2 176 224 O DIVISION 4-MASONRY 16 2 3 235 298 �- O M I.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and }- l at all floor perimeters only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members 3:12 20 3 4 294 373 U LU DIVISION 5- METALS 3 and required blocking.Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided (`) 24 3 4 353 447 W All structural steel shall be A36 steel conforming to ASTM specifications.Affidavit to be filed with building except as required by other provisions of this code.Floor perimeter shall be supported by framing members or solid blocking. Z Z department upon request. 28 4 5 412 522 F- J All structural steel fabrication,erection,and connections shall conform to latest AISC standards and 32 4 5 471 597 -- N specifications type 2 construction excE�pt as noted. 36 5 6 529 671 ROOF PRESSURE ZONES AND NAILING SCHEDULE = W All field connections to be 3/4"diameter machine bolts unless indicated otherwise.Shop connections to be FASTNER SCHEDULE FOR GYPSUM BOARD 12 2 2 145 183 U p -I either machine bolted or welded.All bolts to be A-325 friction type.Connections shall be per type 1 Thickness of Application Orientation Of Maximum Spacing Maximum Spacing 16 2 2 193 244 10� m r construction per AISC for portal frames and shall be detailed to develop at least full allowable movement Gypsum Gypsum Board of Framing of Fasteners TABLE RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION �,J , and shear capacity.All remaining steel to have type 2 connections.A-307 bolts may be used for minor Board To Framing Members (inches) 4'12 24 3 3 2g0 366 3.3A REQUIREMENTS (PRESCRIPTION ALTERNATIVE TO TABLE 3.3) Q connections when acceptable to engineer. (inches) (inches o.c.) The structural steel fabricator shall submit shop drawings to the Architect for approval. Erection of 28 3 4 338 427 ROOF SHINGLES w Nails Screws 32 4 4 387 488 TYP W E structural steel shall not proceed until the shop drawings have been approved. rr nn All welding shall conform to AISC and AWS specifications. Ceiling Either Deirection 16 7 12 36 4 5 435 549 FASTEST MILE WIND SPEED AT 110mph V V) d 41 Z Steel encased in concrete shall not be painted.All steel surfaces not in contact with concrete shall receive Ceiling Perpendicular 24 7 12 12 1 2 114 144 Z one shop coat of approved paint,and after erection,one field coat.Omit primer paint at location of field 1/2" Wall Either Direction 24 8 12 16 2 2 152 192 RAFTER/CEILING WALL 3/4"PLYWOOD SHEATHING J � N Wall Either Direction 16 8 16 NUMBER OF 8d COMMON NAILS TOENAILED UJ welds and high strength bolts,these areas shall receive two coats once connections have been completed. ( ) � g p 20 2 2 190 239 JOIST SPACING (IN.) HEIGHT (FT.) REQUIRED IN EACH RAFTER AND/OR CEILING JOIST N � 00 No beams or columns shall be cut by the plumbing or air conditioning contractors without approval of the 5:12 24 2 3 228 ROOF RAFTERS TYP. Z M Architect. Ceiling Either Deirection 16 7 12 28 3 3 265 335 TO TOP PLATE CONNECTION PER PLANS The structure shall be properly guyed and braced. Grout under all column and beam bearing plates.Grout shall non-shrink,"Propak"or equal. 5/8" Ceiling Perpendicular 24 7 12 Wall Either Direction 24 8 12 32 3 4 303 383 W 1_0"J Q Provide loose lintels as required for openings in masonry walls and partitions. 36 3 4 341 431 12 8-10 3 Provide holes in shop for bolted blocking,pipe penetrations,etc. Details shall be shown on shop drawings Wall Either Direction 16 8 16 12 1 2 103 130 for review by Architect. Beam web stiffeners shall be provided at points of reactions. SHUTTER FASTENING SYSTEM 16 2 2 138 173 8 3LL 16 E 20 2 2 172 216 H6 JOIST STRAP TYP.AT 6:12 24 2 3 207 260 10 3 EACH RAFTER OR PER DIVISION 6-WOOD AND PLASTICS PLYWOOD "SHUTTER" ATTACHMENT ON WOOD FRAME OR MASONRY WALL 28 2 3 241 303 o All framing lumber shall be grade stamped Douglas Fir-Larch structural grade No.2 or better with an Fb= PLANS 875 PSI and E=1,600,000 PSI, 32 3 3 276 346 8 4 All LVL designations are sized based on'iLevel' Microllam 1.9e LVL tables for allowable uniform loads&all Permanent 36 3 4 310 389 24 Anchor 12 1 1 1 122 10 5 2x8 DROPPED GIRDER PSL designations are sized based on the'iLevel'2.Oe Parallam PSL tables for allowable uniform loads. Installed in o ^ Continuous Masonry 16 2 2 130 162 (3 Floor-100%(plf)for max.live load with limited deflection of L/360 and roof-snow load area 115%(plf)w/ 2"x4*Trim for 1/2"GALVANIZED 5/8"Expansion 20 2 2 162 203 CARRIAGE BOLTS deflection of L/240. Spacing Bolt at2a•o.c. 7:12 12 NAILING ZONES FOR ROOF SHEATING IN 110m h PEAK GUST WIND ZONE FOR THE CASE STUDY BUILDING Minimum 12:12 24 2 2 194 243 p LU All sheathing to be APA rated exposure 1,1/2" min.thickness @ roof and walls. 28 2 3 227 284 CV Lag Screw All subflooring to be APA rated sturd-i-floor,exposure 1,3/4" min.thickness,T&G.All edges of plywood to - at 32 3 3 259 324 11.0 X be set on solid blocking.Glue and screw all sheets. Minimum s" 36 3 3 292 365 ry (y) Q� All headers 5'-0"and over shall be supported with double jack studs,9'-0"and over with triple jack studs. Minimum -----__ 1 ______________ All headers shall be a minimum of 2-2x8 or as shown on drawing. 15/32" i i W L.1. Plywood 15/32` z R502.7 Lateral restraint at supports.Joists shall be supported lateral) at the ends by full-depth solid Minimum plywood O z UJ Y Window Minimum i �� `� ,' ,� l blocking not less than 2 inches(51 mm) nominal in thickness;or by attachment to a header,band,or rim Glass DESIGN PRESSURE SCHEDULE (DP) i 6x6 TREATED - U Q joist,or to an adjoining stud;or shall be otherwise provided with lateral support to prevent rotation. POSTS W 0/ Exception:In Seismic Design categories D7 and D2,lateral restraint shall be provided at each intermediate PANEL AREA REQUIRED i �' Horizontal Horizontal ZONE Q O support. and and Vertical (SF) DP �•- Vertical Window 2"x4" i U R502.7.1 Bridging.Joists exceeding a nominal 2 by 12 shall be supported laterally by solid blocking,diagonal 2txa" Glass Stiffeners i - ----------------------------- � r ` bridging(wood or metal),or a continuous 1-inch by 3-inch(25.4mm by 76mm)strip nailed across the window stiffeners Window -37.7 Sf - 4 1 V g� g Sill Sill Caulk W W C: bottom of joists perpendicular to joists at intervals not exceeding 8 feet(2438mm). -44.5 sf U > s" 4 Solid blocking shall be provided for all joists and floor beams as per N.Y.S.code or as noted @ 8'-0"o.c. Minimum Zone 1 Zone 2 Zone 3 Zone 10 35.4 Sf + 4&5 _ Z min.,provide 2"space for air circulation in roof. _ �=- - -- Field 8" o.c. 12"o.c. 3" o.c. 4"o.c. W E All walls running parallel to floor joists shall have a double floor joist below them. -36.5 sf - 4 Panel Edges 4"o.c. 6"o.c. 3" o.c. 3"o.c. F,',Ham I Continuous -42.2 Sf (-) 5 � -L�INf;rR T WWM U Double framing around all openings(skylights,stairs etc.)or as noted on drawings. 2'x4"Trim { 1-1 W for Spacing �' �- ' �� 20 34.2 sf + 4&5 f � -, � W Ln All flush wood connections shall be fastened with rated galvanized metal connectors by"Simpson O w Strong-Tie"or approved equal. ry -34.9 Sf (-) 4 Wood Stud Wall Mason Wall i ) I t � ' �•- CO ALOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLE R301.7 All exterior nails shall be hot dipped galvanized. FEDERAL EMERGENCY MANAGEMENT AGENCY -38.8 sf (-) S cy All roof rafters shall be attached to the plate and stud with galvanized hurricane type connectors by 50 32.6 psf (+) 4&5 Rafters having slopes grater than 3/12 with no finished ceiling MEMBER ALLOWABLEDEFLECTION \ : ' "Simpson"or approved equal. For timber pile foundations,provide hurricane clips at all perimeter joist to DEFLECTION TABLE R301.2.1.2 -33.6 sf (-) 4 L/180 girder connections. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR attached to rafters All pre-engineered lumber shall be'iLevel'TJI series wood"I Beams"and LVL products or equal.All joists, WOOD STRUCTURAL PANELS -36.5 sf - 5 girders,and headers shall have bearing stiffeners installed as per manufacturer's recommendations.Web Interior walls and partitions H/180 SIMPSON ADJUSTABLE POST a "' FASTNER SPACING inches 100 31.3 sf <+) 4&5 BASE TYP. PER PLANS Scale stiffeners shall be required at all load and bearing points at a minimum.A single 13/4"rim joist shall be (inches) Floors and plastered Ceilings L/360 N/A required at floor perimeters. Handling,storage,and erection of components shall be as per manufacturers 4 feet< 6 feet< -32.6 sf (-) 4 FASTNER TYPE Panel span All other structural members L/240 Sheet No. recommendations. <4 feet Panel span Panel span 12"C.I.P.CONCRETE <6 feet <8 feet -34.2 psf -) 5 Exterior walls with plaster or stucco finish H/360 , All multiple LVL products to have 2 rows of 3/8"diameter hot dipped galvanized machine bolts @ 16"o.c. e FOOTING, DECK Exterior walls- wind loads with brittle finishes L/240 FOOTING,3'-0" BELOW A-2 with staggered placement. 2-1/2"#6 Wood Screws 16 12 9200 30.4 sf + 4&5 Exterior walls- wind loads with flexible finishes L/120 GRADE MIN. Adequate blocking to be used around kitchen cabinets,backsplash,showers,built-ins,staircases,trim,and -30.8 Sf (-) 4 & (-) 5 handrails ceiling fan boxes. 2-1/2"#8 Wood Screws 16 16 12 500 1 28.5 psf + 4&5 2 of 3 N .4/ 3'-4„ 8'-0„ 8'-01F o z c �I— o 'w Q) RIDGE STRAP - ALL ROOF RAFTERS: SIMPSON LSTA - 20 GAGE; SEE SHEET (6) 6x6 PRESSURE TREATED A-2 FOR ADD'L STRAPPING & NAILING WOOD POSTS ON 12" SONATUBE 21'-0° REQ'MT . CIP CONCRETE PIERS, SEE A-2 o FOR STRUCTURAL SPECS p z 5/12 - N 00— EXISTING EXISTING ATTACHED GARAGE -i' SIMPSON H2.5 HURRICANE TIE TYP @ 6) I `4 'i EA. RAFTER-TO-PLATE CONNECTION. -- -- It SEE SHEET A-2 FOR ADD'L STRAPPING & NAILING REQ'MTS. z z t - �' E V) O a> -- i z O v) V) V) !' > m - p GARAGE w 00 DOORS CID m BEYOND o a SEE DETAIL ON SHEET A-2 FOR SONOTUBE FOUNDATIONS-TO-POST N a� CONNECTIONS �N Ni �n rn r o L C14 19'-31/2" N r a 3'-4" 8'-0" 8'-0" z 3 EAST ELEVATION CARPORT x a� C r ( N R PLAN m � tf) '° N o CO v\ J ° O z O 1 Scale: 1/4" = 1'-0" o a °' N a N 22'-8" LLJ �2 o N U r -C 2x10 RAFTERS 2x6 RAFTER TIES @ 16"O.C. @48"O.C. w 3 LU 2x8 @ EITHER SIDE a� (Dz Z OF POST = z � w EXISTING HOUSE 221-811 U 0 _j — FLASHING AS REQ'D @ E W � E INTSERSECTION FO NEW ROOF & GARAGE WALLz U) IT ROOF SHINGLES OVER O 1/2" PLYWD. S EETING J ) It 6x6 COLUMNS V M CP 2x8 HEA ER @ BOTH Z M 00 SIDES O COLUMNS LLJ C° J a Q 2>flO FRIDG BO RD It I 1 11 1o LL EXISTING ATTACHED GARAGE J W I 6x6 BRACES 1x4 SCREEN LO ry rn t n W Oz 1..1. U Jill Q � rUa) 2X4 COLLAR TIES @ 48" w W c LL O.C. INSTALLED IN TOP 1/3 OF SLOPE z Q }�- w E SOUTH ELEVATION (SIM. NORTH) w r 4 - � Scale: 1/4" = 1'-0" O w Ln d' r,I Tc- < a N Scale i�L! N/A r {h i 1 `� ,x rX;r'}."�,•' �- Sheet No. co A_3 3 of 3 e APPLICABLE CODES FILED IN CONJUNCTION WITH \\ RESIDENTIAL CODE OF NEW YORK STATE APPLICATION/PERMIT #47493 o Z ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE o _ POOL FILED UNDER SEPARATE APPLICATION --TOWN OF SOUTHOLD ZONING CODE SCOPE OF WORK BUILDING SUMMARY RENOVATION OF KITCHEN IN EXISTING TWO-STORY, SINGLE-FAMILY RESIDENCE; CONVERSION OF GARAGE TO BEDROOM SUITE NEW DECK & STEPS & \\ (BEDROOM, BATH, CLOSET & MUDROOM); NEW 'MINI-SPLIT' TYPE HEAT 4-1 \ 3 o_ RELCOATED \ LOCATION: 4465 WICKHAM AVENUE. MATTITUCK, NY 11952 PUMP o \ O p � OUTDOOR SHOWER \ \ ,, \ \ TAX LOT: 1000-IC -04-9.2, MAP #1236 0 \ \ \\ PO� \\ \.\ LOT SIZE: 38,903sf PROJECT TEAM \\.\ ZONE: R-40 #OF STORIES: 2 + CELLAR OWNER: EMILY TOBERY & ERIC WERTHEIMER 4465 WICKHAM AVE V) \ \'\ 1�'-��A o, \ `'� c,�' �O. OCCUPANCY: 1-FAMILY RESIDENCE MATTITUCK, NY 11952 4 \ o: (917) 693-6640 z z \� \ `6 / \ �� emilytobey@me.com o V) GP�QO \\ GpR \\ ,n ARCHITECT: MERET LENZLINGER, LEZLINGER 0�� \ �'��PG� \\ yL LOT COVERAGE (280, ATTACHMENT 3): 12613TH STR ETCHITECTURE o 0 o m BROOKLYN, NY 11215 "d \ ALLOWED : 20% (718) 832-5934o 0 � p� 38,903sf (LOT SIZE) x 20% = 7,780.6sf ALLOWABLE BUILDING AREA meret@LENZLINGERarch.com o o M°�� \\ \\• EXISTING BUILDING AREA: BUILDER: JOHN POULIANOS a \\ HOUSE: 1,327.15sf PRIME SIDING PASTURE RD. ' C° Q z 0,g \\ ,Z,0J NEW STEPS \ \ POOL: 608.00sf \ \ \ PORT JEFFERSON, NY 11777 \ \\ \ \ DECK ETC: 725.35sf (INCL. SHOWE2 & HATCH) (631) 473-7323 TOTAL EXTG: 2,660.50sf johnyprime@aol.com i X \ \ \\ PROPOSED NEW UNDER THIS APPLICATION: \ \ DECK*/SHOWER: 260.75sf n \ \ \ ENTRY STAIR 23.00sf o \ CARPORT: 462.00sf N \ \\ \\ TOTAL NEW: 745.75sf DRAWING LIST mi \ � G-01 COVER PAGE • \\ TOTAL PROPOSED BUILDING AREA/LOT COVERAGE: 3,383.25sf N r o v N \\ I 'Po G-02 GENERAL NOTES & PLUMBING RISER DIAGRAM > _jv o o °' _•''�� o M o � a` N LL N a 3,406.25sf < 7780.60sf --> COMPLIES \ o G-03 STRUCTURAL CODE SHEET \\ m-A A-01 DEMOLITION & CONSTRUCTION PLANS m \\ �0 NVQ A-02 ROOF PLAN & RCP/ELECTICAL \ ,Mp��C GROSS FLOOR AREA (LL,6): A-03 STRUCTURAL PLANS w N � GNP o \\ �� NO CHANGE IN GFA \ A-11 EXT. ELEVATIONS: DEMOLITION yo \ ' \ A-12 EXT. ELEVATIONS; WDW & DOOR SCHEDULES w zz A-21 SECTION, DETAILS, NYSEEC TABLE _�tlz U8 PLOT PLAN m@I 1 Scale: 1:250 Q LY'. E, LLJ E Z coN Page 1 of 5 Date: June 27,2016 Case No.: 16-02-1544A LOMA N U N WZ M(� T Federal Emergency Management Agency Washington, D.C. 20472 �qNo S<<J E 4650 ^ tT LETTER OF MAP AMENDMENT v 0 DETERMINATION DOCUMENT (REMOVAL) ry COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION Q 4553 TOWN OF SOUTHOLD,SUFFOLK A parcel of land, as described in the Deed recorded in Liber D00012703, NOTE: STRUCTURE I5 LIJ EXEMPT FROM FEMA G) � < r COUNTY, NEW YORK Pages 80 through 83, in the Office of the County Clerk, Suffolk County, FLOODMA MAP DESIGNATION <Z COMMUNITY New York VIA 'LODETERMINATION z . o NOTE: 0 O W z m COMMUNITY NO: 360813 HOUSE IS EXEMPTED FROM E— U a � FLOOD ZONE �_ <C 2 AFFECTED NUMBER: 36103CO143H L(•j p�A.'� � MAP PANEL DATE: 9/25/2009 = 0 _° W FLOODING SOURCE: LONG CREEK PPROXIMATE LATITUDE&LONGITUDE O ROPERTY:41.001880,-72.534730 t_L- �O OURCE OF LAT&LONG:GOOGLE RTH DATUM:WGS 84 ` ; + .. " I W c 4465 1000-107-04-9.2M ' :_, :�'! w L l I W °>' AP #1236 r DETERMINATION Q U o M AY 2 5 2023 1/o ANNUAL LOWEST LOWEST f� OUTCOME W W WHAT IS BLOCK/ FLOOD CHANCE ADJACENT LOT ter_; , v i LOT SUBDIVISION STREET FLOOD GRADE ELEVATION � ` a're SECTION REMOVED FROM ONE Z — cC THE SFHA ELEVATION ELEVATION (NAVD 88) O ,-, 4365 /f / �� -- (NAVD 88) (NAVD 88) W aPC�P 4465 Wickham Avenue Structure X(shaded) -- 8.0 feet v Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of 4160 being equaled or exceeded in any given year(base flood). �� t�� j Scale N ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) /C� rQ� '�9��a N/A eLOMA DETERMINATION Z cr: �I ilk *. sheet No. o G -01 EXP 9/70/2025 1 of 9 GENERAL NOTES PLUMBING/GAS PROJECT SAFETY ABBREVIATIONS 1 THIS PROJECT CONSISTS OF THE RENOVATION OF AND MINOR ADDITION TO A 1. THE CONTRACTOR SHALL COORDINATE NEW METER / FIXTURE LOCATIONS 1. PROJECT SAFETY IS THE SOLE RESPONSIBILITY OF THE GENERAL A/C AIR CONDITIONING LTG LIGHTING SINGLE-FAMILY HOME. ALL SIDING, DECKING, WINDOWS AND DOORS WILL BE IN FIELD WITH THE OWNER / ARCHITECT AND UTILITY COMPANY. CONTRACTOR AND HIS/HER SUBCONTRACTORS. N ADJ ADJUSTABLE MAS MASONRY o REPLACED. MINOR PARTITION WORK. z 2. THE ENTIRE GAS DISTRIBUTION SYSTEM SHALL BE TESTED IN ACCORDANCE 2. FIRE SAFETY: AFF ABOVE FINISH FLOOR MAT`L MATERIAL o 2 ALL WORK DESCRIBED BY THESE DOCUMENTS SHALL BE PERFORMED IN FULL WITH CURRENT CODES PRIOR TO USE AND OCCUPANCY. SUBMIT TESTING a. ALL BUILDING MATERIALS STORED AT THE SITE OR ANY AREA OF THE ALUM ALUMINUM MAX MAXIMUM/MAXIMAL ACCORDANCE WITH ALL APPLICABLE CODES, INCLUDING BUT NOT LIMITED TO THE NEW REPORTS IN WRITING TO OWNER & THE ARCHITECT. WORK IS TO BE STORED IN A SECURED MANNER AND IN AN ORDERLY ARCH ARCHITECT MEMB MEMBRANE YORK STATE UNIFORM FIRE & BUILDING CODE, AS ADOPTED BY THE TOWN OF FASHION ACCESS TO THE AREA TO BE CONTROLLED BY THE GENERAL BROOKHAVEN, NY 3. PLUMBING CONTRACTOR SHALL ARRANGE AND OBTAIN INSPECTIONS AND CONTRACTOR DURING THE PROGRESS OF THE WORK. BD BOARD MECH MECHANICAL REQUIRED APPROVALS. b. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED BLDG BUILDING MFR MANUFACTURER 3 BEFORE COMMENCING WORK, THE CONTRACTOR SHALL PROVIDE ALL REQUIRED CONDUITS. ALL ELECTRICAL POWER IN THE WORK AREA IS TO BE SHUT OFF CERTIFICATES OF INSURANCE WITH OWNER & LOCAL CODE OFFICIAL, OBTAIN ALL 4. THE CONTRACTOR SHALL RUN ALL NEW WATER SUPPLY AND SEWER PIPING AFTER WORKING HOURS / WHILE THE WORK IS NOT IN PROGRESS. BSMT BASEMENT MIN MINIMUM REQUIRED PERMITS, AND PAY ALL FEES REQUIRED. FROM UNDERGROUND UP / DOWN THE STRUCTURE, SECURELY FASTENED Bo BY OTHERS MISC. MISCELLANEOUS o TO THE BUILDING IN LOCATIONS REQUIRED TO SERVICE EQUIPMENT. c. ALL FLAMMABLE MATERIAL TO BE KEPT TIGHTLY SEALED IN THEIR 4 THE CONTRACTOR SHALL COORDINATE ALL REQUIRED WORK PROCEDURES WITH ENCLOSE PIPING IN INSULATED / CONDITIONED SPACES ONLY. RESPECTIVE MANUFACTURER'S CONTAINER. SUCH MATERIAL TO BE STORED CAB CABINET MLDG MOULDING REQUIREMENTS OF LOCAL AUTHORITIES. PER THE MANUFACTURER'S GUIDELINES, IN ADEQUATELY VENTILATED SPACE CIP CAST-IN-PLACE M.O. MASONRY OPENING z S. ALL GAS—FIRED EQUIPMENT TO BE U.L. AND AGA OR MEA APPROVED. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS d. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS C.L. CENTERLINE MTL METAL AND MATERIALS WITHIN THE PROPOSED WORK AREA. THE CONTRACTOR SHALL DESIGN 6. INSTALL NEW PIPING, METER, CONNECTIONS, VALVES, ETC. AS REQUIRED BY LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE GAS TO BE USED DURING CL CLOSET N/A NOT APPLICABLE AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL THE CURRENT CODES & COORDINATE WITH LOCAL UTILITY CONSTRUCTION TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR CLG CEILING N.I.C. NOT IN CONTRACT INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 7. ALL NEW PIPING MATERIALS AND COMPONENTS SHALL BE IN CMu CONCRETE MASORNY UNIT NO./# NUMBER o CONFORMANCE WITH THESE DRAWINGS, SPECIFICATIONS, AND CURRENT z z CODES. 3. DUST CONTROL: C.O. CLEAN-OUT N.T.S. NOT TO SCALE O a) 6 THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL a. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO v DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC.). THE THE IMMEDIATE CONSTRUCTION AREA. COL COLUMN O.C. ON CENTER _ CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO 8. PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD TO CONC CONCRETE O.D. OUTSIDE/OVERALL DIMENSION PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK FIELD CONDITIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES U) b. DEBRIS, DIRT AND DUST TO BE CLEANED UP AND CLEARED FROM THAT MAY BE REQUIRED TO COMPLETE THE JOB. CONTRACTOR SHALL CO-ORDINATE BETWEEN FIELD CONDITIONS AND THOSE ENCOUNTERED DURING CONT CONTINUOUS/CONTINUE OH OVERHEAD BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. THE o WITH ALL TRADES TO PROVIDE COMPLETE WORKING SYSTEMS. CONSTRUCTION. PLUMBING CONTRACTOR SHALL INFORM ARCHITECT OF SITE SHALL BE BROOM SWEPT DAILY AND DEBRIS PLACED IN AIR TIGHT CPT CARPET OPNG OPENING 0 ANY REVISIONS TO PLAN WHICH SHALL BE NECESSARY, BASED ON BAGS. CONDITIONS UNCOVERED IN THE FIELD, IN ORDER TO INSTALL ALL M N CT CERAMIC TILE OPP OPPOSITE 7 PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY NEW YORK STATE FIXTURES, EQUIPMENT AND PIPING IN STRICT ACCORDANCE WITH THE o "' o LICENSED TRADESMEN, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIREMENTS OF THE PLANS AND THE NATIONAL STANDARD PLUMBING c. DEBRIS, DIRT AND DUST CLEANED AND CLEARED FROM THE CW COLD WATER PBO PROVIDED BY OWNER M REQUIRED APPROVALS. CODE. BUILD�NG SITE PERIODICALLLYY TOO AVOID EXCESSIVE ACCUMULATION. DEMO DEMOLISH/DEMOLISHED PL/PLMBG PLUMBING m Q zo 8 THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE SUPERVISION OF THE 9. THE DOMESTIC WATER SUPPLY SYSTEM SHALL BE FLUSHED AND TESTED DIA, 0 DIAMETER PLY WD PLYWOOD CONSTRUCTION PROCESSES, SITE CONDITIONS, OPERATIONS, EQUIPMENT, PERSONNEL, FOR CONTAMINANTS PRIOR TO OCCUPANCY AND USE. THE ENTIRE WATER 4. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING DN DOWN PNL PANEL THE MAINTANANCE OF A SAFE PLACE TO WORK AND ANY SAFETY IN, ON OR ABOUT SUPPLY AND SEWER SYSTEM SHALL BE TESTED IN ACCORDANCE WITH HOURS: PER THE LOCAL ZONING ORDINANCE. NO POTENTIALLY DISTURBING THE SITE WORK CURRENT CODES PRIOR TO USE AND OCCUPANCY. SUBMIT TEST RESULTS TO NOISE BEFORE 8:00 AM MINIMALLY (GC TO VERIFY THE LOCAL ZONING DR DOOR POL POLISHED x OWNER /ARCHITECT. ORDINANCE REQUIREMENTS). DTL DETAIL PT/PTD PAINT/PAINTED 21 9 DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN OVER SCALE. DWG DRAWING R RISER 'n 0 M 10 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO ELEV ELEVATION RAD RADIATOR/RADIUS o COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS ELEC ELECTRIC R.D. ROOF DRAIN mi AND FIELD CONDITIONS TO THE ARCHITECT. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND FIELD EQ EQUAL REF REFLECTED/REFERENCE of CONDI OVEROS NOT S CALE GALE RAWIN S . DIMENSIONS GOVERN, LARGE SCALE DETAILS CLOSE—OUT ELECTRICAL EXT EXTERIOR REINF REINFORCED/REINFORCING NT ° N 1 c t N EXTG EXISTING REQ/REQ'D REQUIRED ° °' 1. WHEN PROJECT IS COMPLETE, DOCUMENTATION REQUIRED FOR PROJECT M a N LL o a z,- 11 11 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER 1. ALL NEW WIRING, FIXTURES, CONDUITS, MATERIALS AND COMPONENTS FD FLOOR/AREA DRAIN RM ROOM CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE CLOSE-OUT WILL INCLUDE THE FOLLOWING: SHALL BE IN CONFORMANCE WITH THESE DRAWINGS, SPECIFICATIONS, AND INDICATED IN THE DRAWINGS. CURRENT CODES. FF FINISH FLOOR R.O. ROUGH OPENING 2. LOCAL CODE OFFICIAL APPROVALS FOR GENERAL CONSTRUCTION, F/► FURNISH & INSTALL Sc SOLID CORE 12 CONTRACTOR SHALL SUBMIT REPRODUCIBLE SHOP DRAWINGS TO ARCHITECT FOR PLUMBING, HVAC, FIRE PROTECTION, AND ELECTRICAL WORK. 2. THE CONTRACTOR SHALL COORDINATE NEW METER / FIXTURE LOCATIONS FIN FINISH 5CHED SCHEDULE OWNER'S, ARCHITECT'S, AND ENGINEER'S APPROVAL. IN FIELD WITH THE OWNER / ARCHITECT AND UTILITY COMPANY. ELECTRIC w �2 E 3. AL EQUIPMENT OPERATING AND MAINTENANCE MANUALS INCLUDING METERS AND SERVICE PANELS, SWITCHES, ETC SHALL BE SET ABOVE THE FLR/FL FLOOR SF SQUARE FOOT/FEET �/ o 13 ARCHITECT IS NOT RESPONSIBLE FOR MEANS AND METHODS EMPLOYED BY LOCATION & PERFORMANCE ADAT OF EACH PIECE OF EQUIPMENT. FLOOD PLAIN ELEVATION. D s FO FINISH OPENING SHT SHEET v CONTRACTOR. 4. NO ONE SHALL OCCUPY THE AREA OF WORK DURING THE COURSE OF FP FIREPROOF SIM SIMILAR U 3� 14 ALL MATERIALS, FINISHES, MANUFACTURED ITEMS, AND EQUIPMENT SHALL BE CONSTRUCTION. 3. THE CONTRACTOR SHALL RUN ALL NEW ELECTRIC WIRING SUPPLY AND w zz INSTALLED IN FULL ACCORDANCE WITH THE SUPPLIER S OR MANUFACTURER S WRITTEN CONDUITS FROM UNDERGROUND OR OVERHEAD AS SELECTED BY THE FPSC FIREPROOF SELF CLOSING STST STAINLESS STEEL �— OWNER; UP / DOWN THE STRUCTURE, SECURELY ATTACHED TO THE �N RECOMMENDATIONS OR THESE DOCUMENTS, WHICHEVER IS MORE STRINGENT. 5. ALL PERMITS AND SIGN OFFS HAVE TO BE OBTAINED AT THE COMPLETION BUILDING IN LOCATIONS REQUIRED TO SERVICE EQUIPMENT. ALL FR FIRE RATED SPEC SPECIFICATIONS = oz Q OF THE PROJECT, INCLUDING A LOCAL CODE OFFICIAL ISSUED "CERTIFICATE U o J OF OCCUPANCY". THE WORK SHALL BE CONSIDERED COMPLETE ONLY UNDERGROUND CONDUITS AND WIRING SHALL BE APPROVED FOR FT FOOT/FEET SPR SPRINKLER Q m@ 15 REQUESTS TO SUBSTITUTE ANY PRODUCT TECHNIQUE OR MATERIAL SHALL BE EXTERIOR / UNDERGROUND USE AND SHALL BE INSTALLED PER CURRENT r�/ SUBMITTED IN WRITING TO ARCHITECT FOR APPROVAL. SAMPLES, PRODUCT WHEN SUCH LETTER IS PRESENTED CODES. GA GAUGE SQ SQUARE Q, E ry INFORMATION, AND DRAWINGS SHALL BE REQUIRED PRIOR TO SUBSTITUTION APPROVAL. PROPOSED SUBSTITUTION SHALL BE OF EQUAL QUALITY AND GALV GALVANIZED STD STANDARD W °' PERFORMANCE SPECIF=ICATION TO THAT ORIGINALLY SPECIFIED. 4. THE ELECTRIC SERVICE / SYSTEM SHALL BE TESTED IN ACCORDANCE WITH GC GENERAL CONTRACTOR STL STEEL N ROOF ' CURRENT CODES PRIOR TO USE AND OCCUPANCY. SUBMIT TESTING c REPORTS IN WRITING TO OWNER / ARCHITECT. GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTOR STR L STRUCTURAL 06 N N 16 AT THE COMPLETION OF THE WORK THE CONTRACTOR MUST REMOVE ALL WASTE GL GLASS/GLAZING T TREAD MATERIALS, RUBBISH, IMPLEMENTS, AND SURPLUS MATERIALS, LEAVING THE SITE AND BATH 2 BATH 1 Z � THE BUILDING CLEAN. EXPOSED AND ACCESSIBLE SURFACES TO BE WIPED CLEAN, --___ GWB GYPSUM WALL BOARD T.O. TOP OF W CO r n FLOORS TO BE WAXED AND POLISHED AS SPECIFIED AND ALL GLASS AND MIRRORS TO NO WORK `- NO WORK __, BE CLEANED AND POLISHED. ALL HARDWARE, MECHANISMS, AND SYSTEMS, SHALL BE HB HOSE BIB TYP _ TYPICAL W CORRECTLY ADJUSTED TO PROVIDE FOR PROPER OPERATION WITH ALL APPROPRIATE OE O ; �; O O O HC HOLLOW CORE UL UNDERWRITERS LABORATORIES OPERATION AND MAINTENANCE MANUALS PROVIDED FOR OWNER. c LAV ; WC , WC i LAV HDWR HARDWARE U.O.N. UNLESS OTHERWISE NOTED 17 UNAUTHORIZED ALTERATION TO THESE PLANS AND SPECIFICATIONS MAY BE 2ND FL SHOWER ,� �, ' SHOWER i ROOF HM HOLLOW METAL VB VAPOR BARRIER 0 UNLAWFUL AND MAY INVALIDATE THEM, VERIFY WITH THE ARCHITECTS & ENGINEERS. HORIZ HORIZONTAL VERT VERTICAL THESE PLANS AND SPE=CIFICATIONS ARE AN INSTRUMENT OF SERVICE AND ARE THE PRM� BATH 3 HR HOUR VEST VESTIBULE PROPERTY OF THE ARCHITECT. i2" KITCHEN _______ _ --I-------__i-_ HT HEIGHT V.I.F. VERIFY IN FIELD J • 2• HVAC HEAT/VENTILATION/AIR CONDITIONING w/ WITH z RL RL i i RP RP i i O i O O .O O PRD LEGEND. H.W. HOT WATER WC WATER CLOSET W -- } LAV i WC i i DW i i LAV i LAV i WC z SMOKE & CO. DETECTION INSUL INSULATION WD WOOD � TUB 1. ALL UN-LABELED/SIZED PARTS OF THIS DIAGRAM ARE v 1. ALL SMOKE & CARBON MONOXIDE DETECTORS TO COMPLY WITH R313, UL217 AND NFPA IST FL SHOWER EXISTING TO REMAIN INT INTERIOR WH WHITE — A W W O -� i 72 1.5" 3„ , 2. NO ADDITIONAL PLUMBING FIXTURES ARE PROPOSED. 1/0 INSTALL ONLY w/o WITHOUT = M LAUNDRY _ FIXTURES ARE ALL EITHER EXISTING TO REMAIN, T Z � Z 2. COMBINED SMOKE/CO ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: REPLACED IN EXISTING LOCATION, OR RELOCATED. JNT/JT JOINT WP WATER PROOF � W 6ui 1) IN EACH SLEEPING ROOM. JST JOIST WWF WELDED WIRE FABRIC ui c 2) OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE 0 15„ RL RELOCATE FIXTURELAV LAVATORY WWM WELDED WIRE MESH W Q BEDROOMS. REPLACE IN EXISTING LOCATION U 3) ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT WASHER Rp LF/LFT LINEAR FEET WRB WATER RESISTIVE BARRIERz E INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING c UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE O EXISTING TO REMAIN W W ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE CELLAR : FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN C.O. 2„ ONE FULL STORY BELOW THE UPPER LEVEL. TO EXTG SEPTIC F— W Q0 EXISTING HO=SE 3. POWER SOURCE: IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS �S� UMBING RISER DIAGRAMSERVED FROM A COMMERCIAL SOURCE OR AN ON-SITE ELECTRICAL POWER SYSTEM, 1AND WHEN PRIMARY FOWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A le N/A /.�ti' ��Nzt� 'Sid\ BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH / sQ�� Scale N/A OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN BUILDINGS ''� * Sh,:e1No WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER SYSTEM OR IN BUILDINGS THAT UNDERGO REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION G -02 OR RELOCATION IN ACCORDANCE WITH APPENDIX J. 2 E%P,9/30/2015 \ 2 of 9 i . NOTE: THIS PROJECT SHALL COMPLY WITH THE 2020 NAILING SCHEDULE UPLIFT, STRAP & LATERAL SHEAR CONNEC-TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TIONS REQUIREMENTS PER 2001 WFC M TYPICAL HOLD DOWN + SHEAR CONNECTION CRITICAL PATH NEW YORK STATE RESIDENTIAL CODE AND THE 2018 ND SPACI OF WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND DESCRIPTION OF BUILDING ELEMENTS NUMBERAENEi FASTENERS ASTN ERS OF FASTENERSt< FASTENERS TWO FAMILY DWELLINGS Joist to sill girder.to,,nail 3-8d SIMPSON LSTA-20 GAGE 1"x6"subfloor or less to each joist,face nail 2-8d TABLE 3.4B UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B RIDGE STRAP-ALL ROOF RAFTERS 2 2staples,l3/4 (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION - Z 2 "5ubtloor to joist or girder,blind and face nail 2-16d - Sole plate to joist or blocWng,face nail 16d 16"oc. PERSCRIPTIVE ALTERNATIVE TO TABLE 3.4) 2 x 6 TIE @ EACH RAFTER C Top or sole plate to stud,end nail 2-16d - IN LIEU OF STRAP. LP Stud to sole plate,toe nail 3-8d ort-16d N Double studs,face nail ted 24"aICE SHIELD U E SHIELD c. FASTEST MILE WIND SPEED 110 (MPH) - NUMBER OF YMENT Double top plates,face nail led 24"o.c. ROOF SPAN (FEET) 8d COMMON NAILS IN EACH END CF 1114" X 20 GAGE REQUIRED Sole plate to joist or blocking at braced wall panels 3-16d 16"o.c STRAP PROJECT DATA Double top plates,minimum 48-inch offset of end joints,face nail in 8-16d HURRICANE TIE TY Bocckiingbetween joists orrafters totop plate,toe nail 3-8d FOR FRAMING SPACING (16 INCHES) TABLE R301.20) Rim joist to top plate,toe nail 8d 6"o c. Top plates,laps at corners and intersections,face nail 2-10d 122 ALTERNATE POSITION OF WIND DESIGN Built-up header,two piece with 1/2"spacer 16d 16"oc.along each edge HURRICANE CLIP GROUND SNOW SEISMIC LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND-BOURNE DESIGN Continued header,two piece 18d 16"oc.along each edge N (mph) EFFECTS REGION DEBRIS ZONE CATEGORY Ceiling lois[h plate,toe nail 3-8d 16 2 0 Continuous header to stud,toe nail 4-8d - �-en�uv Vult 130 20 1B Ceiling Jost,Zaps over partitions,face nail 3-10d - 20 2 I 1 Vasil 101 Ceiling joist to parallel rafters,face nail 3-10d 2y.,� SIMPSON H2.5 -�- Z SUBJECT TO DAMAGE FROM Rafter to plate,toe nail 2-16d 24 3 HURRICANE TIE TYP AT Winter Design 1"brace to each stud and plate,face nail 2-8d / EACH RAFTER-TO-PLATE Weathering Frost Line Depth Termite g 2 staples,13/4 CONNECTION. USE 5-8d Tem r'x 6"sheathing to each bearing,face nail 2-8d 28 3 NAILS AT RAFTER AND Severe 36" Moderate To Heavy 15 2 staples.13/4 5-8d NAILS AT TOP PLATE PROVIDE 8d COMMON 1"x 8"sheathing to each bearing,face nail 2-8d - 32 3 NAILS @ 4" O.C.AT Ice Shield Underlayment Flood Air Freezing Mean Annual 3 staples.13/4 EXTERIOR EDGE OF ALL Wider than 1"x 8"sheathing to each bearing,face nail 3-Sd Requirement Hazards Index Temp. 4 staples,13/4 - 36 4 LSTA SHEATHING. w Yes 50.8 Built-up comer studs led 24"o.c APA RATED PLYWOOD T a? Built-up girders and beams,2-inch lumber layers ted Nal each layer as follows CS20- 24"METAL STRAP o 32"o.c.at top and botto,and EXTEND TO TOP OF 70P Z Z EXPOSURE: (R301.2.1.4) B URBAN,WOODED 10 staggereandd.two nails at ends PLATE. TYP AT EACH STUD W/ _T _T C OPEN,COASTAL 2°planks 2-16d At each bearing TABLE 3.2B BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR 5-8d NAILS AT EACH DESIGN LOADS Roof rafters to ridge.valley or hip rafters: BOLTS) RESISTING LATERAL & SHEAR LOADS FROM WIND - END LENGTH Cn in toe nail 4-16d SOIL:MINIMUM BEARING CAPACITY= 2000 psf 3-1 EXPOSURE B (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) ,ea.Y°tea"ale e� m Rafter ties to rafters.face nail 3-8d LENGTH CS20- 36" METAL STRAP M BLDG: 'rte`"w°doth` Collar tie to rafters,face nail,or 11/4"x 20 gage ridge strap 3-10d coda-r W dmiromum ENO CWd Post.-Pos TYP AT EACH JACK c®nterto-tamer Comer Post (n FIRST FLOOR (L/360) ,°,<„ota ENGTH Per Pans POST W/5-8d NAILS AT DESCRIPTION OF BLDG DESCRIPTION OF FASTENERS SPACING OF FASTENERS MAXIMUM ANCHOR BOLT EACH END LENGTH m [� LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD= 50 PSFAt nxa EDGES Inches INTEIMEDIATE SUPPORTS pnch,>,1 BOTTOM PLATE TO o SECOND FLOOR (L/360) FOUNDATION ANCHOR FOUNDATION SPACING (IN.) HDUS-SoszS p m Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wall sheathing to framing <3 Second Gust\'Vind Speed 110&120 mph) CLEAR LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD=40 PSF 5/161,tol/2" 6d commomnail(subfloor,wall) 6 12' BOLT CONNECTION SUPPORTING SPAN 1>7 N ATTIC-NO STORAGE (L/240) 8d commom nail(roof) ' RESISTING 1/2"ANCHOR 5/8"ANCHOR N N LIVE LOAD=10 PSF DEAD LOAD=10 PSF TOTAL LOAD=20 PSF 19/32"to t" 8d commom nail(roof) 6 tz o BOLTS BOLTS HOLDO-FLR -LOOR JOIST O M HOEDOWN TYP PER N ROOF (L/240) 11/8"to 19/4" lOd commom nail or Bid deformed 6 12 - SNOW LIVE LOAD=20 PSF DEAD LOAD=10 PSF TOTAL LOAD=30 PSF nail 1_3 END PLANS tai h-daminimum r LENGTH Wd Post 0, Other Wall Sheathing LATERAL AND STORIES 30 45 .aas�"� " "IPla s PLYWOOD SHEATHING Rr Pi.>,s MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R301.5 v2'structural cellulosic 11/2"galvanized roofing nail 6d 3 6 SHEAR LOADS E°u°numb"°` TO OVER LAP BOX m Q Z fiberboard sheathing tom.nail staple 16 ga,11/2"Ig eacheM pmP.onse,o,q-n PboMe-Ib.HolAoern BEAM -TOP + BOTTOM. HEADER USE LIVE LOADS 25/32"structural cellulosic 11/4"galvanized roofing nail 6d 3 6 CS escwbdsereP HDU At SHa.W.N. S" Uninhabitable Attics Without Storage 10 fiberboard sheathing com.nail staple 16 ga•11/2"Ig PROVIDE SIMPSON Uninhabitable Attic With Limited Storage 20 1/2"gypsum sheathing 11/2"galvanized roofing nail 6d 4 8 HDU5-SDS2.5 coin.nail staple galy.11/2"1g, DOUBLE TO Habitable Attics and Attics With Fixed Stairs 30 11/4"screws,type W orS TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS PLATE @ SHEAR WALL CORNERS- SEE PLAN Balconies(Exterior)and Decks 40 5;8"gypsum sheathing 13/4"galvanized roofingnaal8d 4 8 (ANCHOR BOLTS) RESISTING UPLIFT LOADS FROM WIND - x com.nail staplegaly 15/8"Ig, LOCATIONS Fire Escapes 40 3 15/8"screws.type WorS EXPOSURE B (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) > Guardrails And Handrails d 200h 2x Wall H6 STUD TO RIM Guardrails in-fill Components f 501i Wood structural anels combonation subfloor underla ment p MS'.P" Frame per OR O 3/4"and less 6d deformed nail or 8d com.nail 6 12 MAXIMUM ANCHOR BOLT Plans Passenger Vehicle Garages a 50a BOTTOM PLATE TO D5 6°""° °'° SIMPSON CS20-20" M 7/8"to i" 8d deformed nail or Bd tom.nail 6 i� SPACING (IN.) �"ra<,,.,"r� Rooms Other Than Sleeping Rooms 40 FOUNDATION ANCHOR FOUNDATION (3 Second Gust Wind Speed MPH) si�<ih�r, NO 11/8"to 1 1/4" t0d commom nail or 8d deformed 6 12 0 1114"WIDE -20 GAGE Sleeping Rooms 30 nail BOLT CONNECTION SUPPORTING Stairs 40 RESISTING o c ro PROVIDE SIMPSON METAL STRAP�a�EACH ST ml For SI.1 inch=25.4 mm,t foot=304.$mm,l mile per hour=0.447 m/s,)ksi=6.895 MPa. 110 120 HDU5-SDS2.5 STRAP TO STUD a. All rails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing su�eta @SHEAR WALLS w/5- 8d NAILS AT EACH O a.Elevated garage floors shall be capable of supporting p pp g g y g 8'END ZONES END �I g p pportin a 2,000-pound load applied over a connections shall have minimum average bending field strengths as shown 80 ksi For shank diameter of 0.192 inch(20d common nail), CORNERS-SEE PLAN 20-square-inch area. 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. = LOCATIONS UPLIFT LOADS 1-3 STORIES 39 33 b.No storage with roof slope not over 3 units in 12 units. b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. INTERIOR ZONES 1 N g a' m N c. Individual stair treads shall be designed for the uniform) distributed live load or a 300-pound ' 'c,: p L 9 Y P •a-�:�.• 1 concentrated fond actin over an area of 4 square inches,whichever produces the realer stresses. c Nails shall be spaced at not more than 6 inches on center atall supports where spans are 48 inches or greater. 45 38 FLOOR JOIST N z ° - 9 q g M 1 NAIL SHEATHING TO SILL PLATE ro il 0 v O o - d.A single concentrated load applied in any direction at any point along the top. d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. HDU 2-#5 REBAR p M a N LL N a to e.Attics constructed with wood trusses shall de designed in aacordance with Section R802.10.1 1 8d NAILS @ 4"O.C. f.See Section R502.2.1 for decks attached to exterior walls. e.spacing of fasteners not included in this table shall be based on Table R602.3(2). TABLE 3.6 & 3.6A RIDGE CONNECTION REQUIREMENTS FOR WIND _ 1 f.For regions having basic wind speed of 110 mph or greater.8d deformed(21/2"x 0.120)nails shall be used for attaching plywood and TOP OF wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls,if mean roof height is more than - EXPOSURE B 2 x 6 SILL PLATE FOUNDATION 25 feet,up to 35 feet maximum. No. of 8d common Nails or Required capacity of ride STRAPPING S ECT I O N ACQ TREATED. g.For regions having basic wind speed to 100 mph s less,nails for attaching wood structural panel roof sheathing el gable end wait Q p y g STRAPPING E L E VAT I O N SPECIFICATIONS framing shall supports spaced 6 inches on center.When basic wind speed is greater than 100 mph,nails for attaching panel roof sheathing to 10d Box Nails in each end of connection (plf) 5/8" x 12"A.B.@36"OC. intermediate suppohs shall be spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls:and 4 ROOF ROOF SPAN nches on center to gable end wall framing. PITCH (ft) 1-1/4" x 20 gage Strap SEE FOUNDATION l w/FENDER WASHER. DIVISION 3-CONCRETE h.Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform THREE SECOND WIND GUST SPEED FOR TYPICAL DESIGN. L1J Ln E All footings shall bear on undisturbed soil at a minimum of 36"below grade. to ASTM 0208. N 0 All concrete shall be stone aggregate with a minimum 28 day strength of 3000 P.S.I. i. 110 Mph 120 Mph 110 Mph 120 Mph O Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and h p p p '� U at all floor perimeters only,Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members 12 2 2 176 224 i DIVISION 4-MASONRY and required blocking.Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provldad } U except as required by other provisions of this code.Floor perimeter snail be supported by framing members or solid blocking- 16 2 3 235 298 DIVISION 5-METALS 3:12 20 3 4 294 373 U Lu All structural steel shall be A36 steel conforming to ASTM specifications.Affidavit to be filed with building 24 3 4 353 447 W Z(D y department upon request. 28 4 5 412 522 f� _Z All structural steel fabrication,erection,and Connections shall conform to latest AISC standards and 32 4 5 471 597 j--) specifications type 2 construction except as noted. 36 5 6 529 671 ROOF PRESSURE ZONES AND NAILING SCHEDULE -7-Z All field connections to be 3/4"diameter machine bolts unless indicated otherwise.Shop connections to be FASTNER SCHEDULE FOR GYPSUM BOARD 1 Z either machine bolted or welded.All bolts to be A-325 friction type.Connections shall be per type 1 12 2 2 145 183 �✓ O J construction per AISC for portal frames and shall be detailed to develop at least full allowable movement Thickness of Application Orientation Of Maximum Spacing Maximum Spacing 16 2 2 193 244 and shear capacity.All remaining steel to have type 2 connections.A-307 bolts may be used for minor TABLE RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION m U Gypsum Gypsum Board of Framing of Fasteners 20 2 3 242 Q a) connections when acceptable to engineer. 4:12 3.3A REQUIREMENTS PRESCRIPTION ALTERNATIVE TO TABLE 3.3 _ The structural steel fabricator shall submit shop drawings to the Architect for approval.Erection of Board To Framing Members (inches) 24 3 3 290 ( ) m structural steel shall not proceed until the shop drawings have been approved. (inches) (inches o.c.) 28 3 4 338 42 ROOF SHINGLES E All welding shall conform to AISC and AWS specifications. Nails Screws32 4 4 387 TYP. '- Steel encased in concrete shall not be painted.All steel surfaces not in contact with concrete shall receive b49FASTEST MILE WIND SPEED AT 110mph (� to one shop coat of approved paint,and after e 36 4 5 485 rection,one field coat.Omit primer paint at location of field Ceiling Either Deirection 16 7 12 V)N welds and high strength bolts,these areas shall receive two coats once connections have been completed. Ceiling Perpendicular 24 7 12 12 1 2 114 144 _ No beams or columns shall be cut by the plumbing or air conditioning contractors without approval of the 1/2" 3/4" PLYWOOD SHEATHING Wall Either Direction 24 8 12 16 2 2 152 192 RAFTER/CEILING WALL NUMBER OF 8d COMMON NAILS (TOENAILED) Architect. Wail Either Direction 16 8 16 20 2 2 19D 239 JOIST SPACING (IN.) HEIGHT (FT.) REQUIRED IN EACH RAFTER AND/OR CEILING JOIST N N The structure shall be properly guyed and braced. 5:12 ROOF RAFTERS TYP. --� ,- Grout under all column and beam bearing plates.Grout shall non-shrink,"Propak"or equal. 24 2 228 TO TOP PLATE CONNECTION PER PLANS _7 f')n Ceiling Either Deirection 16 7 12 UJ, , Provide loose lintels as required for openings in masonry walls and partitions. 28 3 3 265 335 \'� („j,.j �p� W Provide holes in shop for bolted blocking,pipe penetrations,etc.Details shall be shown on shop drawings Ceiling Perpendicular 24 7 12 for review by Architect. 5/8" 32 3 4 343 3 3 Wall Either Direction 24 8 12 36 3 4 341 1 12 8-10 3 � N+� Beam web stiffeners shall be provided at points of reactions. Wall Either Direction 16 8 16 12 1 2 103 130 UJ DIVISION 6-WOOD AND PLASTICS All framing lumber shall be grade grade Nat or better with an Fb= 16 2 2 13B 173 8 3 E de stamped Douglas Fir-Larch struc875 PSI and E=1,600,000 PSI. SHUTTER FASTENING SYSTEM 20 2 2 172 216 16 H6 JOIST STRAP TYP.AT 6'12 24 2 3 2G7 260 10 3 EACH RAFTER OR PER All LVL designations are sized based on'it-evel'Microllam 1.9e LVL tables for allowable uniform loads&all PLYWOOD "SHUTTER" ATTACHMENT ON WOOD FRAME OR MASONRY WALL 28 2 3 2/1 303PLANS PSL designations are sized based on the'iLevel'2.Oe Parallam PSL tables for allowable uniform loads. Floor-100%(i for max.live load with limited deflection of L/360 and roof-snow load area 115%(pif)w/ 32 3 3 276 346 8 4 deflection of L/240. 36 3 4 31D 389 24 Permanent 10 5 2x8 DROPPED GIRDER All sheathing to be APA rated exposure 1,1/2"min.thickness @ roof and walls. Anchor 12 1 1 97 122 Installed I.J' Installed in Li.J All subflooring to be APA rated sturd-i-floor,exposure 1,3/4"min.t'lickness,T&G.All edges of plywood to Continuous Masonry 16 2 2 13) 162 1/2"GALVANIZED be set on solid blocking.Glue and screw all sheets. 2'x4'Trim for 5/8a Expansion 20 2 162 203 CARRIAGE BOLTS Q Spacing 7:12- 24 2 194 NAILING ZONES FOR ROOF SHEATING IN llOmph PEAK GUST WIND ZONE FOR THE CASE STUDY BUILDING All headers 5'-0"and over shall be supported with double jack studs,9'-0"and over with triple jack studs. Bolt at 24a o.c. All headers shall be a minimum of 2-2x8 or as shown on drawing. Minimum 12:12 28 2 3 227 284 Lag Screw _ 32 3 259 4 Z tV O R502.7 Lateral restraint at supports.Joists shall be supported laterally at the ends by full-depth solid - '�_ -- blocking not less than 2 inches(51 mm)nomat 18'o.c.nominal in thickness;or by attachment to a header, band,or rim Minimum 6. 36 3 252 365 N O 1) joist,or to an adjoining stud;or shall be otherwise provided with lateral support to prevent rotation. X Minimum 1 ______________ 4 _�-_ LL 0 } 15/32' I x x �' W [- Z Exception:In Seismic Design categories D1 and D2,lateral restraint shall be provided at each intermediate Plywood 15/32" ,' ,r support. Minimum Plywood I I Window Minimum ' �� ' �' ' \'` R502.7.1 Bridging.Joists exceeding a nominal 2 by 12 shall be supported laterally by solid blocking,diagonal Glass TDESIGN PRESSURE SCHEDULE (DP) I `� , , 6x6 TREATED U bridging(wood or metal),or a continuous 1-inch by 3-inch (25.4mm by 76mm)strip nailed across the \ , ' 1 O�)� ,� .`` � POSTS - W 4J bottom of joists perpendicular to joists at intervals not exceeding 8 feet(2438mm). I O +�' PANEL AREA REQUIRED 2O z f>3 Horizontal Horizontal ZONE 4 . 1 Solid blocking shall be provided for all joists and floor beams as per N.Y.S.code or as noted @ 8'-0"o.c- and and vertical (SF) DP min.,provide 2"space for air circulation in roof. vertical Window 2•x4• _,' _ _ __ _ __ _ �� _ ' w W 2'14` Stiffeners All walls running parallel to floor joists shall have a double floor joist below them. Window stiffeners Window -37.7 sf (-) 4 1 C Sill Sill Caulk Double framing around all openings(skylights,stairs etc.)or as noted on drawings. -44.5 Sf W se __ _ _ Q All flush wood connections shall be fastened with rated galvanized metal connectors by"Simpson a-_ Minimum Zone 1 Zone 2 Zone 3 Zone 4 r Strong-lie"or approved equal = _ __ 10 35.4 Sf (+) 4&5 H " / � y t �1 \ v @ Field 8"o.c. 12 o.c. 3 o.c. 4' o.c. D A,?n ,- � -36. sf - 4 Panel Edges 4"O.c. 6"o.c. 3"o.c. 3"o.c. UENZC/ r W All exterior nails shall be hot dipped galvani ed. -- g �� ` F W All roof rafters shall be attached to the late and stud with galvanized hurricane type connectors by Continuous -42.2 Sf (-) S O �Q 9 x;.A W U p 9 2'x4'Trim "Simpson"or approved equal.For timber pile foundations,provide hurricane clips at all perimeter joist to for Spacing �s � O In girder connections. 20 34.2 sf (+) 4&5 Wood Stud Wall MasonryWall * �` f ` v I to All pre-engineered lumber shall be'iLevel'T,li series wood"I Beams"and LVL products or equal.All joists, -34.9 f - 4 U J d- girders,and headers shall have bearing stiffeners installed as per manufacturer's recommendations.Web ALOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLE R301.7 ry stiffeners shall be required at all load and bearing points at a minimum.A single 13/4"rim joist shall be - f - ' S2g O required at floor perimeters.Handling,storage,and erection of components shall be as per manufacturers FEDERAL EMERGENCY MANAGEMENT AGENCY ALLOWABLE recommendations. 50 32.6 Sf 114&5 STRUCTURAL MEMBER DEFLECTION All multiple LVL products to have 2 rows of 3/8"diameter hot dipped galvanized machine bolts @ 16"o.c. TABLE R301.2.1.2 -33.6 1 11 Rafters having slopes grater than 3/12 with no finished ceiling L/1 80 - EXP 9/30/2035 with staggered placement. attached to rafters N WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR Adequate blocking to be used around kitchen cabinets,backsplash,showers,built-ins,staircases.trim,and WOOD STRUCTURAL PANELS - 6.5 sf - 5 SIMPSON ADJUSTABLE POST a � Interior walls and partitions H/180 BASE TYP.PER PLANS scale handrails ceiling fan boxes. FASTNER SPACING (inches) 1 31. 1 + 4&5 Floors and plastered ceilings L/360 ,,.:. N/A FASTNER TYPE Panel span 4 feet< 6 feet< -32.6 sf (-) 4 All other structural members L/240 e. 12"C.I.P.CONCRETE sheet No. <4 feet Panel span PanBelfeetn - 4.2 f Exterior walls with plaster or stucco finish H/360 SONOTUBE DECK <6 feet - FOOTING,3'-0" BELOW Exterior walls- wind loads with brittle finishes L/240 GRADE MIN. G - 03 2-1/2"#6 Wood Screws 16 12 9 200 . sf + 4& Exterior walls- wind loads with flexible finishes L/120 Y - 0.8 sf - 4 t - 2-1/2"#8 Wood Screws 16 16 12 500 28.5 Dsf + 4&5 3 of 9 I I I I PLAN LEGEND: I I I I IIII IIII III EXTG DECK ' t I I I �—___—� TO REMAIN IPARTITIONWA LS TO BE REMOVED � r---- ' OTHER ITEMS TO BE REMOVED ° ----- Z Ai c Q EXISTING WALL TO REMAIN ° .N REMOVE DOOR& TRIM m 7777777 NEW INTERIOR UNRATED PARTITION WALLS: 2x4 WD STUDS w/1/2" GWB (EXTG PORCH CREATE NEW WDW BOTH SIDES, (EXCEPT CEMENTITIOUS TO REMAIN & DOOR OPENINGS; BACKERBD. @ ALL WET LOC'S & 2X3 SHORE AS REQ'D STUDS WHERE ACTING AS FURRING ENLARGE WDW OPENING WALL @ PERIMETER) n \ n � REMOVE POWDER ROOM & }_________ NEW EXTERIOR WALL: EXISTING 2x4 KITCHEN WINDOWS & TRIM; �' CLOSED-CELSTUDS @ 16" LOFOAM INSUALTION IN r) SAVE PRM DOOR FOR RE-USE 7'_ ' ' CAVITY; EXTG. SHEATHING; EXTG. OR I I REMOVE CABINETRY, NEW SIDING AS REQ'D. ° z FXITURES, FITTINGS, TILE & I I-X INTERIOR DOOR: APPLIANCES 3'-6" SEE SCHEDULE SHEET A-12 I I I I 1 1 D-X EXTERIOR DOOR: -- - --- - - i i SEE SCHEDULE SHEET A-12 I -T -- - ' I E EXISTING DOOR/WINDOW TO REMAIN ---------t------- " o Io 1; PMD i � I ' � � REMOVE GARAGE W-X SEIE SCHEDULE SHEET A-12 0 � I' a REMOVE EIXTG ; DOORS, TRACKS & TRIM i � i i GAS RANGE, CAP Co CARBONMONOXIDE/SMOKE m GAS LINE ► GARAGE \ L_____ 5 DETECTOR: SEE RCP SHEET A-02 FOR (10 i LOCATIONS; INSTALL AS PER NOTES m ON SHEET G-02 ° co 0 m I jj N N CREMOVE EXTG. KITCHEN TILE FLOOR 7 ----_ O m � I 1 % I 1 \\\ m Q z _rte I* _ I 1 _J ` __________ _______� �___—____ 11 1 1 1 1 1 1 PANTRY II 10ri" X __----�------ ____ 3'-0" 14'-31„ 51.0„ 3 12 A 1 REMOVE EXTG. O WINDOWS &TRIM o DINING ROOM o 11 M mI 0 \� REMOVE BEARING WALL, CEXTG WD. PROVIDE TEMP. SHORING DECK DN M M AS REQ'D, SEE o 7'-6" ca)r n'3/8:: 2 CN n N ~� o rn STRUCTURAL DWGS Z O n M N u: N a M Lu m `n ADD LAYER OF 2x3 STUDS TO OUTDOOR WALLS. INSULATE EXTG. WALLS, SEEXTG.E ALIGN CNEW WD. SHOWER DETAIL SECTION SHEET A-21 C DECK REMOVE PANTRY& CLOSET EXTG p DOORS & TRIM, WALL & SCREENED-IN 21'-11" 19'-6T SHELVING REMOVE DUCT PORCH m W �n E 6'-2 " 14'-02" 3'-4" 8'-0" 8'-0" N WORK TO RELOCATE °° _� W-1 D-2 U � �w LLJ 6'-0�"x 48 1/2 " R.O. EQ. 11'-0" EQ. z REPLACE SINK IN EXTG. LOC. 133"x 80 1/2" R.O. _ �� 0z z------------ i °J REVERSE DOOR TO EXTG. NEW INDUCTION COOKTOP; VENT 3 16 fY (8)m � SCREENED IN PORCH (NO WORK) NEW HOOD TO OUTSIDE BATH < ja ------ ----- W1-3 3 6 C NEW WOODft O FLOOR TO MATCH \ LL1 DEMOLITION PLAN - ' KITCHEN/DINING 1 Scale: 1/4" = 1'-0" OO �Q DW I TILED M N �-- v)o O O S;a� BASE M U J op BEDROOM I`J N M CARPORT z � I O E o M o LLJNrn KITCHEN �t ENS ♦ o (14 �t ry 2Cp ' l + 14 9NTRY 1_2 —00\ LL m M �IEW WOOD MUDROPI)I, / 1 \ 143 1 FLOOR TO 00 _ X Z MATCH EXTG. ti N 1 1 _ �� '' (NO WORK DOTTED LINES INDICATE \ THIS AREA REF SKYLIGHTS ABOVE zL U 10 p_1 CLOSET 0 U 06 z 0 6'-11Y' 2'-10„ 0,. 9t-7'.' Q LIVING ROOM 12 10 F2D DINING ROOM MO' NEW HEAT PUMP CONDENSER UNIT TO W > :) Z SERVE BRM SUITE: FUJITSU 4- #AOUHI2LUAS1 (12,000 BTU, 20.2 SEER): _ 4'' 11 _ SEE RCP SHEET A-02 FOR INDOOR UNIT �.— z 5 O W W Q F/I RADIANT HEAT MATS T U E J BENEATH TILE FLOORS @ z MUDROOM & M.BATH W m Q -U REFINISH ALL EAST-WEST 0 (/) Ln EXTEND WD FLOOR RUNNING FINISH FLOORING TO co INTO POWDER ROOM BLEND w/ NEW W � KITCHEN/POWDER RM FLOORS. W NO OTHER WORK @ THIS AREA a, .. m r J l Vi RE-USE EXTG. POWDER p Ar?C� L ROOM DOOR /\� ��ENZ��4 s�dl� ------------ t� N/A F .ail Sheet No. A-01 i2$ � Fo= I EX0.4/i0/1075 4 of 9 1 ELECTRICAL NOTES: ELECTRICAL LEGEND 1. F/I ALL SWITCHES, OUTLETS, COVER PLATES ETC. DUPLEX OUTLET: DECORA (WH) Z EXCEPT 1/0 THOSE MARKED PBO o Ln 2. ELECTRICIAN SHALL VERIFY REQUIRED POWER QUAD OUTLET: DECORA (WN) REQ'MTS FOR ALL APPLIANCES, FIXTURES & EQUIPMENT PRIOR TO BID SUBMITTAL. SPECIAL PURPOSE (DEDICATED) OUTLET: VERIFY POWER REQ'MNTS & LOC'S W/ 3. ALL SWITCHES TO BE DIMMABLE U.O.N. ELECTRICIAN TO MFR'S SPEC COORDINATE DIMMER TYPE WITH MFR'S SPECS. 4. ELECTRICIAN TO COORDINATE OUTLET LOCATIONS w/ TV/DATA OUTLET NEW HEATPUMP INDOOR UNIT ELEVATION DRAWINGS, IF APPLICABLE GFI GROUND FAULT INTERRUPTED OUTLET FUJITSU #ADUHI2LUAS1 (12,000 BTU), 5. ENSURE ALL WORK TO CONFORM TO LOCAL LAWS & INSTALL ABOVE DROPPED CEILING ORDINANCES: UNLESS OUTLETS ARE SHOWN w/ STD SWITCH-TO-DOOR-FRAME MOUNT BATH INSIDE CONDITIONED SPACE Zo VENT ON SIDE ______________________________ DIMENSIONS, ELECTRICIAN TO PLACE AS REQUIRED. WALL OF SOFFIT �` Wp wP WATERPROOF 6. OUTLETS SHOWN ARE FOR SCHEMATIC PURPOSES ONLY. ELECTRICIAN TO DETERMINE NUMBER OF OUTLETS TO BE ADDED BY CODE PRIOR TO BID SUBMITTAL Ms MOTION-SENSOR TRIGGERED [III Ill fill %` Ln 4'-0" 4'-0" 4'-0" SWITCH: LUTRON DIVA PRESET ROCKER DIMMER SWITCH IN WHITE w/ Z z CLARO SCREW-LESS FACE PLATE 0 HVAC & VENTILATION 3,4 INDICATES 3- AND 4-WAY SWITCHES N `� - - - \ NOTES: m \ CARBONMONOXIDE/ SMOKE cn cFcl------„_ - cFcl DETECTOR: INSTALL AS PER NOTES m p - r 1. DUCTS, AIR HANDLERS AND FILTER BOXES ARE o _ — — — - I — — — — -t — ON SHEET G 02 D m j HOOD L C. DW — , , , , SEALED WITH JOINTS/SEAMS COMPLIANT WITH INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL RESIDENTIAL CODE, AS APPLICABLE. ! I ' , ' ` HEAT PUMP THERMOSTAT: INSTALL o M f0 ` LJ AS PER MFR'S NOTES N S cF \ 2. INSTALL AUTOMATIC OR GRAVITY DAMPERS ON ALL M OUTDOOR AIR INTAKES AND EXHAUSTS. `\ ms ms Im Q z QO r ” T --- LIGHT FIXTURES ARE 1/0, PBO: M GFCI % ' X j i r ;I _ UC LED STRIP/TAPE LIGHT 3 ``` r1 1 .......... CHANNEL w/ LENS: WAC IVISILED PRO 2 LED-TX2427-[XX]-WT IN L0 _ LED-T-H CHANNEL WITH LENS NO WORK THIS AREA REF - ► o `� `s° O PENDANT FIXTURE: PBO cv� i 0 \ , O j *12 �Ao �'\ - -- _Q WALL MOUNTED LIGHT: PBOuj M 1 a: F— RUN POWER FOR n °SURFACE MOUNTED CEILING v O�' -- - CONDENSER UNIT (SEE ro o N LL N a DROPPED CLG. w/ #2/A-Ol) AS PER MFRS LIGHT: PBO N ® _ SKYLIGHT ABOVE SPECS RECESSED LED CEILING LIGHT: TBD o LED PUCK CEILING LIGHT: TBD ® BATH FAN: PANASONIC FV-0511VQ1 c� o WHISPER- CEILING DC - EXHAUST FAN �s (110cfm; 10.6 cfm/W) } ® KITCHEN HOOD: TBD - (600cfm) W w z� z c:-' a = �z U�/ ow ry J d1 22'-8" < LL1 � � Co U J � h 1 �N V T �2 ry REFLECTED CEILING, LIGHTING & SWITCHING PLAN Scale: 1/4" = 1`-0" LLJ �� 06 " L zm Q FIXTURE SCHEDULE -1 n N FIXTURE FIXTURE TYPE BULB TYPE LUMENS WATTS EFFI'CY: QU'TY SYMBOL Lm/W TOTAL # OF NEW FIXTURES = 39 z Ln H ® CEILING RECESSED LED PERMANENT 900 12.5W 72 6 TOTAL # OF NEW FIXTURES w/ 0 y e PENDANTS LED LAMPING/PERM 1100 9W 122 4 LAMPS @ 65Lm/W MIN. = 39 z O O 100% OF NEW FIXTURES HAVE / Q BEDSIDE SCONCES LED LAMPING 400 4W 100 2 LUMINAIRE EFFICACY OF 45 Lm/W, OR / ` W 41 0 ARE FIXTURES THAT ARE FITTED WITH / +� ly. BATH SCONCES LED PERMANENT 2480 32W 77.5 3 LAMPS OF 65 Lm/W OR BETTER. S-1 O OUTDOOR SCONCES LED PERMANENT 550 8.SW 65 2 90% REQUIRED-COMPLIES a� O CEILING SURFACE MT LED PERMANENT 1260 15 84 4 W C OUTDOOR CLG LED LAMPING 800 8.8W 91 3 W Q ED PERMANENT U E LED PUCK UP LIGHT L 250 3W 83 15 W W U ~ W a � / LE �/C �� Scale � � Q�� N/A �S ,,♦1 Sheet No. r y \ L - A- 02 2 ROOF PLAN ° £ .j2� ° Scale: 1/4" = 1'-0" EXF 91,50/2015 5 of 9 1 6x6 PRESSURE TREATED WOOD POSTS ON 20" SONATUBE CIP 0) CONCRETE PIERS, SEE A-2 FOR (2) 2x8 BOLTED TOGETHER 0 STRUCTURAL SPECS TO CREATE DROP BEAM z c 0 Ln 6'-6 - I I I I I I i I I I I I I I I I I 1 I I I I I 1 I I I ATTACH JOISTS TO LEDGER BOARD w/JOIST HANGERS. O p FLASH BEI-FIND & OVER LEDGER BD. U I oa I a U z O O 0 m I- (.0 N ATTACH 2x8 LEDGER BOARD CL r I TO WALL w/1/2" BOLTS N I STAGGERED @ 16" O.C. N UIH LH Z (1) z =T O (10 D N _ N ADD LAYER OF 2x3 STUDS TO m EXTG. WALLS. INSULATE EXTG. u WALLS w/1114"CLOSED CELL m y O INSULATION, THEN OPEN CELL O OR BATT. Q m --------F- N I LL o j N (2) 2x8 SLEEPERS JOISTS SIT ON EXTG. FNDN 111 I 11 UNDER TJIs WALL @ EACH SIDE � 1z KITCHEN I (6) 6x6 PRESSURE TREATED WOOD POSTS ON 12" SONATUBE CIP CONCRETE PIERS, SEE SHEET x G-03 FOR STRUCTURAL SPECS i I i I 0) Io______ ly MUDROOM I I I "SANDWICH" AROUND RAFTERS No EXTG. (3) 2x10 L — L___J w 2x4 SPACER IN BETWEEN; NI BOLT TOGETHER w/ (2) S/8"O m REFS NEW 31/2"0 STD. STL. BOLTS @ EACH END 0 --- --- PIPE COLUMN; SET ON I 10 30"x 30"x 12" P.C. FOOTING, �, M NO REBAR C', v n o o rn c � p M a N LL N L 12 A-31 POST ABOVE TO SIT LIVING ROOMWD DINING ROOM ON FOUN TION ADD LAYER OF 2x3 STUDS TO EXTG. WALLS. INSULATE EXTG. WALLS w/1 11 k OPEN CELLDOR BATT.CELL SULATION, THEN - --- W �2 E --- o 22'-8" W zz q c J - FOR SHEAR WALL (SHADED AREA) N ADD 15/32" STRUCTURAL I PLYWD TO 2x10 RAFTERS 2x6 RAFTER TIES INSIDE OF EXTG WALL w/10D NAILS, @ 16"O.C. @48"O.C. U o J 11/2" MIN PENETRATION INTO FRAMING @ 3" O.C. 2x8 @EITHER SIC E Q m OF POST r n (2) 2x10 HDR -(2) 11 7/8"LVL (� - - -_ - _ _ W ' _ - STRUCTURAL PLAN CALLAR LEVEL EQ. ° 1 Scale: 1/4" = 1'-0" Fri— p J m CO < ' V)M CO N 3p-6" v � } z -C BATH @ F- LLJ L1 (2) 2x8 HDR i f w u- (2) = N ;; ' - -- = w U' J J J X o D -i w LL OU 0 @ T co BEDROOM 1 N N _ _ p EXTG RIDGE .. _ _ O ry KITCHEN - I I I I I I N T- -1 (3) x6 AFTERS Ir r rzLn rtN C w i= z N MU ROOM Q —S1)1 314"x 9j/4" LVL +�2�1/2" FP _ w I — > v �/ REF FLUSH BEAM W O � Lj� I I I I I I 4� �-- (3) 2x4 POST I L 10 I COS11 ~ W � I � v Cly a (2) 2x8 HDR W LIMNROOM11 12 A-31 Q U G f WD DINING ROOM E 2X4 COLLAR TIES @ 48" z O.C. INSTALLED IN TOP W W v 11 1/3 OF SLOPE m 0 D> (f) Ln f � PROVIDE TEMPORARY SHORING AS REQUIRED v - v u ati0 At10 a v �E►�ZC/,ti y�� Scale N/A �� Sheet No. 2 PLAN IST FLOOR STRUCTURAL Scale: 1/4" = 1'-0" CC A-03 o-r �2g O 6 of 9 Exp 9/30/2025 Y 0 Z C 0 FLASH-AND-BATT ASSEMBLY w/ 2" �^ CLOSED-CELL FOAM @ R-6.5/IN - R-7/IN + 3 1/2" R-13 BATT INSUL ;1 FURR OUT 31/2" BELOW " RAFTERS w/ R-13 BATT `J - LVL HEADERS w (2) 2x10s = Z o O = EXTG. 2x6 ROOF & RAFTERS 1 co O {- - (D N J . _ PROP. IST FIL z Z - I-4 U 7'-9 5/8 - , - - = O T&G PTED WOOD CLADDING °a 0 0 ' o m -) BUILDING SECTION NOTES: Scale: 1,14" = 1'-0" 1. ALL INSULATION TO BE I No M o INSTALLED ACCORDING TO MFR'S INSTRUCTIONS. ALL LABELS TO REMAIN VISIBLE FOR INSPECTION. 2. ALL AIR BARRIERS TO BE INSTALLED ACCORDING TO MFR'S �� RIGID FOAM INSULATION R403.4.1 PROTECTION OF R403.5.3 HOT WATER PIPE INSTRUCTIONS. PIPING INSULATION: MIN R-3 INSULATION: MIN R-3 VALUE AS PER NYSEEEC 2020 VALUE AS PER NYSEEEC 2020 CONTEGA OR TESCO TAPE x EXTG. SHEATHING & SIDING - WRAP AIR BARRIER PIPE O VARIES; TO WDW FRAME o APPLIES TO ALL N WATER PIPE O VARIES BY LOCATION. APPLIES TO O s % EXTG. 2x4 WD STUD @ 16"O.C. WALL w/ 6„ 1/2' GWB cvl 3/4" ADDED 31/2" R-13 BATT INSULATION - - O O 1x3 FLAT STOCK I BASEBOARD rn r NEW 2x3 STUD WALL HORIZONTAL m N ~I o INSTALLATION AS SERVICE CAVITY: w/ ' COMPRESSED R-13 BATT INSUL. (R-10) FIN FLOOR a' M , . o 0 �0 2 y n \ O - _ _ J M � � a N u: N a U7 PROP. & EXTG. IST FL 1 M 3/4" PLYWOOD 7'-9 ,5/8" PIPE ��ULATION DETAILDOTTED LINE INDICATED 'INTELLO HEAT PUMP PIPE INSULATION Scale: 2" PLUS' AIR BARRIER; TAPE @ ALL 2 Scale: 2" = 1'-0" TRANSITIONS 91/2" TJIs TO OVERLAP w/ 2x3 W (n E STUD WALL; VENT INTO N 0 CONDITIONED SPACE ' U �-C BLOCKING AS REQ'D U 30 PROVIDE INTERMITTENT LL1 U EXTG. SILL PLATE SUPPORTS, TAPERED TO �--' z z FIT GARAGE FLOOR SLOPE >,N 0z U ow NEW 2x4 SILL PLATE TO 6" BATT INSULATION (R-21) SUPPORT NEW FURR-OUT WALL m .- - - W EXTG. CONCRETE LEDGE = �' °a 2" HD EPS RIGID INSULATION W E ` r.y.P. . (R-4.2/IN) iv NYSEEEC 2020 PROVISION ITEM DESCRIPTION CODE PRESCRIPTIVE VALUE (NYSEEEC 2020) OR CODE EXCERPT PROPOSED DESIGN VALUE SUPPORTING DOCUMENTATION (n CITATION _ 6 MIL POLYETHELENE FILM OR z °'co o '� 8501.1 Additions,Alterations,or Repairs:General co Garage conversion vs. Alterations to an existing building,building system or portion thereof shall comply with Section 8503.Unaltered portions of the existing building or building supply N/A N/A e'> 8 MIL. STEGO VAPOR .) jX w SCOPE other areas system shall not be required to comply with this code. _ RETARDER ATOP EXTG. «� CONCRETE SLAB, WRAPPING J;r r� (n t existing buildings shall comply with Sections 8503.1.1 through 8503.2. see below see below a;,d r. -'"::':':'.:.':.a:`. - R503.1 R5D3.1 GENERAL Garage conversion Alterations o e t g gs c p y g - - --_ ___--___ _____ -__ __- -__ _ •,____- _ ''�':� - .„ ., UP THE CURB ALL SIDES .� LA II O GENERAL Existing walls roof floor Building envelope assemblies that are art of the alteration shall comply with Section 8402.1.2 or 8402.1.4,Sections R402.2.1 through R402.2.13,8402.3.1,8402.3.2, see below see below , . •8503.1.1 BUILDING ENVELOPE _ slab R402.4.3 and 8402.4.5. - w 8503.1.2 HEATING&COOLING SYSTEMS 'Mini-split'heat pump New heating,cooling and duct systems that are part of the alteration shall comply with Section R403. see below see below R503.13 SERVICE HOT WATER SYSTEMS SHW for bathroom New service hot water systems that are part of the alteration shall comply with Section R403.5. see below see below E Q _eeel R5D33.4 LIGHTING Bedroom suite lighting New lighting systems that are part of the alteration shall complywith Section R404.1, see below see below 8503.2 R5D3.2 CHANGE IN SPACE AIR CONDITIONING Garage conversion Any nonconditioned or low-energy space that is altered to become conditioned space shall be required to be brought into full compliance with this code, see below see below a AIR CONDITION'G o a R402.1 R402.1.2 GENERAL INSULATION&FENESTRATION (3)Windows Fenestration U-factor<_0.32 Fenestration U-factor=0.25-0.30 For Fenestration: WALL DETAIL @ BEDROOM O GENERAL REQUIREMENTS(Table 402.1.2:) (2)Skylights Skylight U-factor:5 0.55 Skylight U-Factor=0.43 Window&Door Schedules on sheet A-12 (PRESCRIPTIVE) (1)Sliding patio door Glazed fenestration SHGC s 0.40 Glazed fenestration SHGC=0.23-0.33 For envelope values: Scale: 2" = 1'-0" Z Extg.walls,ceilings,floors Ceiling R-Value>_R-49 Ceiling R-value=R-43(see ResCheck) Detail section#4/A-21 Uj LU @ garage conversion Wood Frame Wall R-Value>R-20 or R-13+5ci Wall R-value=R-23 u only Floor R-Value>R-19 Floor R-value=R-29.4 p R402.2 R402.2.2 CEILINGS WITHOUT ATTIC SPACE We are at<500 sf.but Where Section 8402.1.2 requires insulation R-values greater than R-30 in the ceiling and the design of the roof/ceiling assembly does not allow sufficient space for N/A N/A �y SPECIFIC more than 20%of tital the required insulation,the minimum required insulation R-value for such roof/ceiling assemblies shall be R-30.Insulation shall extend over the top of the wall Z to m INSULATION roof area:does not plate to the outer edge of such plate and shall not be compressed.This reduction of insulation from the requirements of Section 84021.2 shall be limited to 500 N O REQUIREMENTS apply? square feet(46 m2)or 20 percent of the total insulated ceiling area,whichever is less.This reduction shall not apply to the U-factor alternative approach in R-VALUE CALCULATIONS: LU - } Section R402.1.4 and the Total UA alternative in Section 8402.1.5. 8402.3 R402.3.4 OPAQUE DOOR EXEMPTION Mud Room Entry Door One side-hinged opaque door assembly not greater than 24 square feet(2.22 m2)in area shall be exempt from the U-factor requirement in Section 8402.1.2. U-Value 032(complies regardless) Window&Door Schedules on sheet A-12 Q FENESTRATION -__ --_ COMPONENT: INSULATION COMPONENTS: TOTAL R-VALUE: _ R402.4 _ --- R402.4.3 FENESTRATION AIR LEAKAGE New Windows&Doors Windows,skylights and sliding glass doors shall have an air infiltration rate of not greater than 0.3 cfm/sf(1.5 L/s/m2),and for swinging doors,not greater than 0.5 <_0.2 cfm/5f(AAMA) Manufacturer's literature W O � AIR LEAKAGE cfm per square foot(2.6 L/s/m2),when tested in accordance with NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and FLOOR: 2" HD EPS = R-8.4 + listed and labeled by the manufacturer. 6" BATT @ R-21 R-29.4 z '^ 8403.1 R403.13 PROGRAMMABLE THERMOSTAT Thermostat for new Not less than one thermostat shall be provided for each separate heating and cooling system.The thermostat controlling the primary heating or cooling 0)thermostat to be provided for On Site � w CONTROLS 'Mini-split'heatpump system of the dwelling unit shall be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature setpoints at newly converted space WALLS: 31/2" BATT OR DPC @ R-13 + LL. W U serving the converted different times of the day.This thermostat shall include the capability to set back or temporarily operate the system to maintain zone temperatures of not less than 21/2" BATT OR DPC @ R-10 R-23 W CN space 550F(13°C)to not greater than 85°F(29°C).The thermostat shall be programmed initially by the manufacturer with a heating temperature setpoint of not greater a) than 70°F(21°C)and a cooling temperature setpoint of not less than 78°F(26°C). CEILING - - -R-14 W Q - ----- -• 2" CLOSED CELL FOAM R 13 8403.4 R403.43 PROTECTION OF PIPING INSULATION Piping from condenser Mechanical system piping capable of carrying fluids greater than 105'F(41°C)or less than 55°F(13°C)shall be insulated to an R-value of not less than R-3. R-3 for all pipes Detail#2/A-21 (2) 31/2" BATT OR DPC @ R-15 R-43* U Uj MECHANICAL to air handler,if Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind.The 7 E SYSTEM PIPING applicable protection shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall be prohibited. Z ro INSULATION ' SEE RESCHECK DOCUMENTATION FOR PASSING "GRADE" (� W -C -N-...- -------- --_ ... -... -- _ _ -- - - M R403.5 R403S.3 HOT WATER PIPE INSULATION Piping for new bathroom Insulation for hot water piping with a thermal resistance,R-value,of not less than R-3 shall be applied to the following: R-3 for all pipes L 3/4" Detail#3/A-21 W 0 SERVICE HOT &kitchen Piping 3/4 inch(193 mm)and larger in nominal diameter y WATER SYSTEMS __- _- _-__-__• O (� Ln R403.6 NYS RESIDENTIAL CODE Kitchen hood& The building shall be provided with ventilation that complies with the requirements of the Residential Code of New York State or Mechanical Code of New York Kitchen:>-600cfm RCP legend on sheet A-02 W ,0 MECHANICAL 403.3.2.3 LOCAL EXHAUST(Table 4033.2.3) bathroom exhaust vent State,or with other approved means of ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation Bathroom:110cfm VENTILATION system is not operating. Both rooms also have natural L.L. Kitchens:100 cfm intermittent or 25 cfm continuous ventilation Bathrooms&Toilet Rooms:50 cfm intermittent or 20 cfm continuous 8403.7 - New single-zone heat Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual 3 or other SEER 20.2 Manufacturer's literature,sticker EQUIPMENT pump approved heating and cooling calculation methodologies.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater SIZING& than the minimum required by federal law for the geographic location where the equipment is installed.EFFIC -'--- o RATINGCY ENZ(/,yyy� G Scale 4 u 8404.1 Not less than 90 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. All permanently installed fixtures shall See RCP#1/A-02 �� ✓��0 N/A `t w w LIGHTING w } EQUIPMENT contain high-efficay lamps r X31 -� sr,eec N�,. - A-21 0 f -32g o F O ,I��t E%7 9/30/2025 9 of 9 SS-eSS��s 3 PLAN LEGEND: w -r U EXTG DECK __ PARTITION WALLS TO BE REMOVEDIA PD T a m C w TO REMAIN > S OTHER ITEMS TO BE REMOVED u- z D EXISTING WALL TO REMAIN z o- w •�, REMOVE DOOR &TRIM NEW INTERIOR UNRATED PARTITION ty- ui WALLS: 2x4 WD STUDS w/1/2" GWB �_ CREATE NEW WDW m EXTG PORCH I� �� BOTH SIDES, (EXCEPT CEMENTITIOUS " & DOOR OPENINGS; I' BACKERBD. @ ALL WET L & 2X3 TO REMAIN 0 STUDS WHERE ACTING AS FURRING ENLARGE WDW OPEN[\4 ii ` SHORE AS REQ'D WALL @ PERIMETER) II ` u ' REMOVE POWDER ROOM & --------- --------------------------------- N p "-- NEW EXTERIOR WALL: EXISTING 2x4 � KITCHEN WINDOWS & TRIM; STUDS @ 16" O.C. w/31/2" SAVE PRM DOOR FOR RE-USE i i I I CLOSED-CELL FOAM INSUALTION IN CAVITY; EXTG. SHEATHING; EXTG. OR z I I I 1 REMOVE CABINETRY, ' i i NEW SIDING AS REQ'D. FXITURES, FITTINGS, TILE & APPLIANCES INTERIOR DOOR: 1 ii D-X SEE SCHEDULE SHEET A-12 I 1 EXTERIOR DOOR: SEE SCHEDULE SHEET A-12 i i_•I`' "� I r ' ' : ----—I —•' II II W_X O Z z �--------- EXISTING DOOR/WINDOW TO REMAIN_.` _`� ------ PWD � REMOVE GARAGE Ln 4i RM REMOVE EXTG ; DOORS, TRACKS &TRIM GAS RANGE, CAP ; GARAGE co S IN DOW: SHEET A-12 GAS LINE ' i=---=_ CARBONMONOXIDE/SMOKE p C) Y DETECTOR: SEE RCP SHEET A-02 FOR p m LOCATIONS; INSTALL AS PER NOTES ON N m (/REMOVE EXTG. KITCHEN I;-----_ ; , SHEET G-02 TILE FLOOR p Ln I I REMOVE EXTG. �� ``%` Q m Q z WOOD STOVE, ► I ' o ------Y BRICK HEARTH & ; I r t ----------- -------• L-------- I SIDES ;-----; PANTRY I ----- ; -------- ------ -------- 36" 1714„ 60f' Ln ---------- o REMOVE EXTG. CL WINDOWS & TRIM N N �- DINING ROOM Q }- J M p REMOVE BEARING WALL, EXTG WD. pl \ PROVIDE TEMP. SHORING DECK DN � AS REQ'D, SEE _ (4)R @ 7 3/8" _ m N E ~I STRUCTURAL DWGS M w XT o M o �° N u" N C0 ADD LAYER OF 2x3 STUDS TOE G. OUTDOOR WALLS. INSULATE EXTG. WALLS, SEE NEW WD. SHOWER l n ALIGN DECK DETAIL SECTION SHEET A-21 7z REMOVE PANTRY& CLOSET S EXTG o SCREENED-!N 263" 2344" DOORS &TRIM, WALL& +l W `2 E PORCH „ 40„ 96„ 96" O(a! N SHELVING REMOVE DUCT � 742 16$�i WORK TO RELOCATE -C pp W-1 J + E 722"CN x 481/2 " R.O. EQ. 132" EQ. }-- z z Z_ Li L-1 REPLACE SINK IN EXTG. LOC. ° 133"x 801/2" R.O. T �'z ------------ _._._ o w REVERSE DOOR TO EXTG. NEW INDUCTION COOKTOP; VENT n(4 < m -------- SCREENED IN PORCH (NO WORK) NEW HOOD TO OUTSIDE 48 42 BATH `� O----- ----- 3 NEW WOOD '- E � FLOOR TO MATCH L� DEMOLITION PLAN _ -- KITCHEN/DINING (D 4' o aN - I i" TILED - 6) 1 Scale: 1/4" = 1'-0" ;I DW '•� BASE � g +' N oo��. N � \ 41 04 ` BEDROOM CARPORT LO G r i r r 0) Nt E L �M OT ..j 4.3 KITCHEN - E 5 � N (V Nry � 25'-4„ � E 14 P NTRY $ I_2 CO r n 35�" 584„ M 742„ 42" o V ' I \ I I I I 1 CEW WOOD _ MUDROOI�h 1/3 I \ / FLOOR TO U") I-1 X\ REPLACE EXTG. WOOD STOVE W/ 16„ MATCH EXTG. WOOD-BURNING FIREPLACE: MAJESTIC x' ---N --y - Q - ---------------- N '''' DOTTED LINES INDICATE ROYALTON SERIES #BE36; ENSURE - / �N,EF SKYLIGHTS ABOVE r 1 CLEARANCES TO COMBUSTIBLES & EXTG. N v INSTALL AS PER MFR'S SPECS. NEW _ CMU z LO FLUE TO RUN TO ROOF TO HAVE 2" 7v w — D-1 CLOSET r� FLUE O } CLEARANCE FROM ALL COMBUSTIBLES. /CHASE "V �-- Z 16" 83'4" - 34" 12" 115" �_ Q -� - LIVING ROOM o �W FM DINING ROOM M NEW HEAT PUMP CONDENSER UNIT TO LL] � z --- SERVE BRM SUITE: FUJITSU Q 1 --------- #AOUHI2LUAS1 (12,000 BTU, 20.2 SEER); z ra O _--- SEE RCP SHEET A-02 FOR INDOOR UNIT 7 2" RAISED STONE HEARTH r ---- W N EXTENSION TO EXTEND 8"MIN. @ ---- ---- EITHER SIDE AND 16" IN FRONT OF FP M W aa) OPENING (5.25 < 6sf OPENING) 4s° Q F/I RADIANT HEAT MATS - \ BENEATH TILE FLOORS @ z z -C MUDROOM & M.BATH m Q v O DIC 1 5 ._ REFINISH ALL EAST-WEST O V) EXTEND WD FLOOR RUNNING FINISH FLOORING TO - W INTO POWDER ROOM BLEND w/ NEW KITCHEN/POWDER RM FLOORS. NO OTHER WORK @ THIS AREAoe Q t; 13 RE-USE EXTG. POWDERVC) ROOM DOOR Scale ------------ N//' SPeet No. CONSTRUCTION PLAN ----- ----- � f .32� _ o' A-01 Eno o,Pp¢ 5 of 10 w minimum clearances to combustibles WARNING!Risk of Fire! WITHIN ENCLOSURE AREA You must comply with all minimum air space clearances Fireplace to backwall 1/2 in. (13 mm) to combustibles as specified in Figure 3.2. DO NOT pack required air spaces with insulation or other materials. Fireplace to sidewall 1/2 in. (13 mm) Framing or finishing material used on 'the front of, or in Top standoffs to header 0 in. (0 mm) front of, the fireplace closer than the minimums listed must Door opening to sidewall 12 in. (305 mm) be constructed entirely of non-combustible materials (i.e., MANTEL steel studs, concrete board, etc.). Failure to comply may cause fire. Mantel minimum height 12 in. X305 mm) above opening maximum mantel depth 12 in. (305 mm) E(� (j �f j U V r' j Storm Collar #' o°(l 1 Roof Flashing } r r� —•.X� Shaded areas represent 2 in. (51 mm)min. airspace clearance ,required around pipe a (attic) % Attic Insulation Shield (insulation) (ceiling) Offset/Return(secured 2 in. (51 mm) min. with hanger straps) (-,eiling) Ceiling Firestop ------Must have 2 in. (51 mm) minimum clearance to header i Note: Chimney air kit is not shown, but is required in Canada. 0 in.to level of standoffs U 1/2 in. (13 mm)to back& a) 48 in. �— sides of appliance 1219 mm a E 0 in. U to floor Figure 3.2 Clearances to Combustible Materials 10 Majestic Royalton Series • BE36/42 •4044.197 Installation Manual • Rev M • 01/22 J f- Q Z O Q C Z 0 O c PROP. & EXTG. 1ST FL u- o FLASH-AND-BATT ASSEMBLY w/ 2" .> 93 5/$ CLOSED-CELL FOAM @ R-6.5/IN - R-7/IN + 3 1/2" R-13 BATT INSUL Z ------------- 'Z 1 0 FURR OUT 3 1/2" BELOW RAFTERS w/ R-13 BATT LVL HEADERS v?1 0 N NEW SILL PLATE @SAME LEVEL o w (2) 2x10s -=--- - - - Z AS AS EXTG ON LEFT & RIGHT OF :.�'.•; N� cr OLD GARAGE DOOR OPENING Q O EXTG CONCR.SLAB TG. 2x6 ROOF & RAFTERS a, U =ram O co Q - - 0 J PROP. 1ST FL' Z Z O a, U 93 5/8"'u/ NEW 8' C.I.P. FOUNDATION, KEYED INTO EXTG. FOUNDATIONS w/#5 DOWELS @ T&G PTED WOOD N w.. e.._.,�..y•_•. 12" OC:. . .DRILLED 6" MIN INTO EXTG • ' m CLADDING FOOTING OR FOUNDATION WALL, L BUILDING SECTION _ T- - �-II -�I= NOTES: o 1 Scale. 1/4 - 1 -0 -( ( _ I I( I I I =_= 1. ALL INSULATION TO BEINSTALLED =I I = I I I I I = ( 0 a I I I =III I= INSTRUCTIONS.CORDLABEING OL TO IS 21\ M =I I =IIII I I I I III REMAIN VISIBLE FOR INSPECTION. l I Q _=III I I I I • I I I I I= 2• ALL AIR BARRIERS TO BE R403.4.1 PROTECTION OF - INSTALLED ACCORDING TO MFR'S --RIGID FOAM INSULATION x PIPING INSULATION: MIN R-3 R403.5.3 HOT WATER PIPE INSTRUCTIONS. VALUE AS PER NYSEEEC 2020 INSULATION: MIN R-3 VALUE I I I =(III a a I I =I I I I= N AS PER NYSEEEC 2020 =I =I I =III I =I I = III= I= CONTEGA OR TESCO TAPE PIPE O VARIES; I =I I = ( I I I EXTG. SHEATHING & SIDING = WRAP AIR BARRIER O1l APPLIES TO ALL = I I=I I( = III= I I I I I= TO WDW FRAME p WATER PIPE O VARIES BY II11 III = III a. = III=IIII= _ „ 6" -- 1/2" GWB o LOCATION.APPLIES TO O s ,O EXTG. 2x4 WD STUD @ 16 O.C. WALL w/EEEiE 3/4 I = II II= I I = IIII I ADDED 3 1/2" R-13 BATT INSULATION - o NEW=8`I I I= A 8" ° =I8 I= I I I I= KEYED INTO OEOXTG. FOOTIONOG w/#5 1x3 FLAT STOCK M DOWELS @ 12" O.C. DRILLED 6" MIN. NEW 2x3 STUD WALL HORIZONTAL BASEBOARD �Zlm ° N ~I � _ INTO EXTG. FOOTING OR INSTALLATION AS SERVICE CAVITY; w/ ` o O = =II III= FIN FLOOR o r o a t a N FOUNDATION WALL. COMPRESSED R-13 BATT INSUL. (R-10) - PROP, & EXTG. 1ST FL =I _ (3) #4 EPDXY-COATED 1 M 3/4" PLYWOOD 93 5/81, HEAT PUMP PIPE INSULATION PIPE INSULATION DET, (_ = REBAR DOTTED LINE INDICATED 'INTELLO �- 2 Scale: 2" = 1'-0" 3 Scale: 2" = 1'-0" _ - PLUS' AIR BARRIER; TAPE @ ALL iv Q ® III _ TRANSITIONS _ A A A A 9 1/2" TJIs TO OVERLAP w/-2x3IJJ ,n -III -I III STUD WALL; VENT INTO ry cN_ 0 CONDITIONED SPACE =I I =I I 024„ A A IIII= BLOCKING AS REQ'D A = PROVIDE INTERMITTENT (D U 11 =IIII= 1 - II - II-1 11 - I=IIII- EXTG. SILL PLATE _ z Z - SUPPORTS, TAPERED TO �" Z Z FIT GARAGE FLOOR SLOPE �N NEW 2x4 SILL PLATE TO SUPPORT 6" BATT INSULATION R-21) o U 5 FOUNDATION DETAIL @ GARAGE DOOR INFILL ONLY NEW FURR-OUT WALL ,:- ,: ( Q m W Scale: 2" = 1'-0„ . _ F EXTG. CONCRETE LEDGE 2" HD EPS RIGID INSULATIONuj NYSEEEC 2020 PROVISION ITEM DESCRIPTION CODE PRESCRIPTIVE VALUE (NYSEEEC 2020) OR CODE EXCE ' T OPOS QESIGN A UE UPPO G DO MENTATION �.z i,' (R-4.2/IN) V CITATION m rn 6 MIL POLYETHELENE FILM OR a, P 9 g g, g P comply P g g 9 supply .. �:'..:... Z CO R501.1 Additions Alterations or Repairs:General Garage conversion vs. Alterations to an existing building,building system or portion thereof shall com I with Section R503.Unaltered portions of the existing building or building su I N/A N/A .. y..� y d.d � ..,,;, t � ,1 Ln Ln w SCOPE other areas system shall not be required to comply with this code. 8 MIL. STEGO VAPOR Ln CN M t _ ,::- RETARDER AT EXTG. N -C Z r► �n Alterations to existing buildings shall comply with Sections R503.1.1 through R503.2. see below see below : `''r-:`, r _ .:;:�:';�'- :':.a'::''-:.',<-. CONCRETE SLAB WRAPPING G R503.1 F503.1 GENERAL Garage conversion Alterat o s e g g p y g - `., III ... o z -._.__._------'-'---...-------_ - - .� ......:-,-''Y,. �..: :`:� '� �':'.; ..�:':;::=;:�.`'. ., ..�- ,�:--.�-,s�`��..`';'_,-;�."-=..:`::::..-:�,:;.<: UP THE � W `^ GENERAL 4 2 through R402.2.13 R402.3.1 R402.3.2 see below see below ,.. ....•.,. ;�,•, >.. ,.-' .' •:..-.•'...•....,.,._:.; r . .� CURB (_ ALL SIDES Q O R50333 BUILDING ENVELOPE Existing walls,roof,floor Building envelope assemblies that are part of the alteration shall comply with Section R402.1.2 or R402.1.4,Sections R O .21 t g F slab R402.43 and R402.4.5. _ _ _ _ = d •.P .. �..e N ,� a V : , Q; - v: •Y%•1:.: ':. ?, .,'.:s, -::, COOLING Minis lit'heat um New heating,cooling and duct stems that are art of the alteration shall com I with Section R403. see below see below _ _ ,. �...:.:.. .,:-;;.-- p.._;• -`T _ w R503.1.2 HEATING&COO G p P p g, .._-g------._____.� P-------------'-------------------_-.- p-y.-.-.__..._-_..--..-_ .. •._ .�...:.. ,.: .,��•;�:�:�..,� ._ ... :-.:.. . ..._' ��- ;.'„..-.;:::::• JQ F503.1.3 SERVICE HOT WATER SYSTEMS SHW for bathroom New service hot water systems that are part of the alteration shall comply with Section R403.5. see below see below F503.1.4 LIGHTING Bedroom suite lighting New lighting systems that are part of the alteration shall complywith Section R404.1. see below -�- see below R503.2 u� F503.2 CHANGE IN SPACE AIR CONDITIONING Garage conversion Any nonconditioned or low-energy space that is altered to become conditioned space shall be required to be brought into full compliance with this code. see below see below AIR CONDITION'G o a R402.1 R4021.2 GENERAL INSULATION&FENESTRATION (3)Windows Fenestration U-factor<0.32 Fenestration U-factor=0.25-0.30 For Fenestration: WALL DETAIL BEDROOM O GENERAL REQUIREMENTS(Table 402.1.2:) (2)Skylights Skylight U-factor<0.55 Skylight U-Factor=0.43 Window&Door Schedules on sheet A-12 Ix w (PRESCRIPTIVE) (1)Sliding patio door Glazed fenestration SHGC<0.40 Glazed fenestration SHGC=0.23-0.33 For envelope values: Scale: 2" = 1'-0" > Extg.walls,ceilings,floors Ceiling R-Value>_R-49 Ceiling R-value=R-43(see ResCheck) Detail section#4/A-21 LU @ garage conversion Wood Frame Wall R-Value>_R-20 or R-13+Sci Wall R-value=R-23 U only^-- - - - Floor R-Value>_R-19 Floor R-value=R-29.4 p R402.2 P402.2.2 CEILINGS WITHOUT ATTIC SPACE We are at<SOO sf.but Where Section R40212 requires insulation R-values greater than R-30 in the ceiling and the design of the roof/ceiling assembly does not allow sufficient space for N/A N/A 7 N SPECIFIC more than 20%of tital the required insulation,the minimum required insulation R-value for such roof/ceiling assemblies shall be R-30.Insulation shall extend over the top of the wall Z u7 00 M INSULATION roof area:does not plate to the outer edge ofsuch plate and shall not be compressed.This reduction ofinsulation from the requirements of Section R402.1.2 shall be limited to 500 N O } •%REQUIREMENTS apply, square feet(46 m2)or 20 percent of the total insulated ceiling area,whichever is less.This reduction shall not apply to the U-factor alternative approach in LL Section R402.7.4 and the Total UA alternative in Section R402.7.5. W �- ...... ._.-...__....__--•---•-- - _-_ _-_- - - __ -..----------- - -_--_..__.._.__... ----- - - __-... ..... _-_-_ ___ _ ---_-__ ___ -- _____-- _..- _ R402.3 F1402.3.4 OPAQUE DOOR EXEMPTION Mud Room Entry Door One side-hinged cpaque door assembly not greater than 24 square feet(2.22 m2)in area shall be exempt from the U-factor requirement in Section R402.1.2. U-Value 0.32(complies regardless) Window&Door Schedules on sheet A-12 R-VALUE CALCULATIONS• Y FENESTRATION U R402.4 Ft402.4.3 FENESTRATION AIR LEAKAGE New Windows&Doors Windows,skylights and sliding glass doors shall have an air infiltration rate of not greater than 0.3 cfm/sf(1.5 Us/m2),and for swinging doors,not greater than 0.5 _<0.2 cfm/sf(AAMA) Manufacturer's literature / D AIR LEAKAGE cfm per square foot(2.6 L/s/m2),when tested in accordance with NFRC 400 or AAMA/WDMA/CSA 101/i.S.2/A440 by an accredited,independent laboratory and -61 O COMPONENT: INSULATION COMPONENTS: TOTAL R-VALUE: = listed and labeled by the manufacturer. M Mo (A R403.1 F140333 PROGRAMMABLE THERMOSTAT Thermostat for new Not less than one thermostat shall be provided for each separate heating and cooling system.The thermostat controlling the primary heating or cooling (1)thermostat to be provided for On Site FLOOR: 2" HD EPS = R-8.4 + t- Z � q w CONTROLS 'Mini-split'heatpump system of the dwelling unit shall be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature setpoints at newly converted space 6" BATT @ R-21 R-29.4 I..L. WN N serving the converted different times of the day.This thermostat shall include the capability to set back or temporarily operate the system to maintain zone temperatures of not less than W ry U N space 5S°F(13°C)to not greater than 85°F(29°C).The thermostat shall be programmed initially by the manufacturer with a heating temperature setpoint of not greater BATT OR DPC @ _1 + W >(D than 70OF(21°C)and a cooling temperature setpoint of not less than 78°F(261C). -- -- WALLS. 2 TT R DP R 1 ------------------___....,.------ - - - - .- -_ _._._ - .. 1/2" BA O C @ 0 R 23 � Q U R403.4 P403.4.1 PROTECTION OF PIPING INSULATION Piping from condenser Mechanical system piping capable of carrying fluids greater than 105°F(41°C)or less than 55OF(13°C)shall be insulated to an R-value of not less than R-3- R-3 for all pipes Detail#2/A-21 \ W MECHANICAL to air handler,if Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind.The E SYSTEM PIPING applicable protection shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall be prohibited. CEILING: 2" CLOSED CELL FOAM = R-13 -R-14 z ra r n INSULATION -_ (2) 3 1/2" BATT OR DPC @ R-15 R-43' W W �+ R403.5 F1403.5.3 HOT WATER PIPE INSULATION Piping for new bathroom Insulation for hot water piping with a thermal resistance,R-value,of not less than R-3 shall be applied to the following: R-3 for all pipes?!3/4" Detail#3/A-21 >U SERVICE HOT &kitchen Piping 3/4 inch(19.1 mm)and larger in nominal diameter SEE RESCHECK DOCUMENTATION FOR PASSING "GRADE" O 0 > WATER SYSTEMS R403.6 NYS RESIDENTIAL CODE Kitchen hood& The building shall be provided with ventilation that complies with the requirements of the Residential Code of New York State or Mechanical Code of New York Kitchen:>_600cfm RCP legend on sheet A-02 MECHANICAL 403.3.2.3 LOCAL EXHAUST(Table 4033.2.3) bathroom exhaust vent State,or with other approved means of ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation Bathroom:110cim W�// VENTILATION system is not operating. Both rooms also have natural LL Kitchens:100 cfm intermittent or 25 cfm continuous ventilation Bathrooms&Toilet Rooms:50 cfm intermittent or 20 cfm continuous R403.7 New single-zone heat Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual 3 or other SEER 20.2 Manufacturer's literature,sticker EQUIPMENT pump approved heating and cooling calculation methodologies.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater y ' SIZING& than the minimum required by federal lawfor the geographic location where the equipment is installed. ;f"; �, r..-•- �'~-- RATINGEFFICIENCY k. . w4' •!� t,. '_.. ' t S �`�C' ,�NZL� �/� Scale / Nr, N/A In R404.1 Not less than 90 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. All permanently installed fixtures shall See RCP#1/A-02 ' w W LIGHTING o F f IX w } EQUIPMENT contain high-effcaylamps pe,� Sheet No. V1 fit' �r A-21 f UP9/3onozs 10 Of 10 3 S zvyj,